i DISTRICT GROUND WATER BROCHURE OF SHAHJAHANPUR DISTRICT, UP Compiled by Vikas Ranjan Scientist C (AAP 2012-13) 1. CONTENTS SECTION TITLE PAGE NO. DISTRICT AT A GLANCE 1. INTRODUCTION 1.1 Location, Extent & Population & & & & & & & & & & &.. 1.2 Administrative & & & & & & & & & & &.. 1.3 Agriculture, Ir & & & & & & & & & & &.. 1.4 Industries & & & & & & & & & & &.. 2. CLIMATE & RAINFALL & & & & & & & & & & &.. 3. DRAINAGE, SOIL, GEOMORPHOLOGY & GEOLOGY 3.1 Drainage & Soil & & & & & & & & & & &.. 3.2 Geomorphology & & & & & & & & & & &.. 3.3 Geology & & & & & & & & & & &.. 4. GROUND WATER SCENARIO 4.1 Hydrogeology . & & & & & & & & & & &. 4.2 Depth to Water & & & & & & & & & & &.. 4.3 Long - term Water Le & & & & & & & & & & &.. 4.4 Ground Water Q & & & & & & & & & & &.. 4.5 Status of Groun & & & & & & & & & & &.. 4.6 Dynamic Ground & & & & & & & & & & &.. 5. GROUND WATER RELATED ISSUES AND PROBLEMS 5.1 GW Decline in U & & & & & & & & & & &.. 5.2 Arsenic in GW & & & & & & & & & & &.. 6. GROUND WATER MANAGEMENT STRATEGY 6.1 Management of & & & & & & & & & & &.. 6.2 Mitigation of A & & & & & & & & & & &.. 7. AWARENESS AND TRAINING ACTIVITY 7.1 Mass Awareness & & & & & & & & & & &.. 7.2 Water Manageme & & & & & & & & & & &.. 8. AREA NOTIFIED BY CGWA & & & & & & & & & & &.. 9. RECOMMENDATIONS & & & & & & & & & & &.. BIBLIOGRAPHY/ REFERENCES & & & & & & & & & & &.. APPENDICES I Summarized hydrogeological resul district. II Block - wise salient figures of Estimat PLATES I Administrative Map of Shahjahanp II Hydrogeology of Sh ahjahanpur District, UP III Pre - monsoon Depth to Water Levels ( IV Post - monsoon Depth to Water Levels ( V Dynamic GW Resources (as on 31.3.
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i
DISTRICT GROUND WATER BROCHURE OFSHAHJAHANPUR DISTRICT UP
Compiled by
Vikas RanjanScientist C
(AAP 2012-13)
1 CONTENTS
SECTION TITLE PAGE NODISTRICT AT A GLANCE
1 INTRODUCTION11 Location Extent amp Population helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip112 Administrative Setup helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip113 Agriculture Irrigation and Crops helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip214 Industries helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip5
4 GROUND WATER SCENARIO41 Hydrogeology helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip942 Depth to Water Level helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip1043 Long-term Water Level Trend helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip1144 Ground Water Quality helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip1145 Status of Ground Water Development helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip1246 Dynamic Ground Water Resources helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip13
5 GROUND WATER RELATED ISSUES AND PROBLEMS51 GW Decline in Urban Area helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip1352 Arsenic in GW helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip14
6 GROUND WATER MANAGEMENT STRATEGY61 Management of GW Development helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip1462 Mitigation of Arsenic Problem helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip14
7 AWARENESS AND TRAINING ACTIVITY71 Mass Awareness Programme helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip1572 Water Management Training Programme helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip15
8 AREA NOTIFIED BY CGWA helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip159 RECOMMENDATIONS helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip15
BIBLIOGRAPHY REFERENCES helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip15APPENDICESI Summarized hydrogeological results of exploratory drilling by CGWB in ShahjahanpurdistrictII Block-wise salient figures of Estimation of Dynamic GW Resources as on 3132009PLATESI Administrative Map of Shahjahanpur district UPII Hydrogeology of Shahjahanpur District UPIII Pre-monsoon Depth to Water Levels (2011) Shahjahanpur District UPIV Post-monsoon Depth to Water Levels (2011) Shahjahanpur District UPV Dynamic GW Resources (as on 3132009) of Shahjahanpur District UP
i i
DISTRICT SHAHJAHANPUR AT A GLANCE
1 GENERAL INFORMATIONi Geographical Area (SqKm) 4575ii Administrative Divisions
Number of TehsilBlockNumber of Panchayat Villages
4 15124 2331
iii Population (provisional figures-2011)RuralUrban
30023762410968591408
iv Average Annual Normal Rainfall (1901-70) 104670mm
2 GEOMORPHOLOGY Central Ganga Plain (upper GangaBasin)
i Major Physiographic Units Older Flood PlainsYounger Flood Plains (Older or TerraceFlood Plains amp Active Flood Plains)
ii Major Drainages Ramganga and Gomti and theirtributaries ndash Garra Khannaut BahgulJokhaland Ganga form thesouthwestern boundary Garra dividesthe district in equal halves
3 LAND USEArea other than Agriculture UseNet Sown Area (2010-11)
87286 ha350183 ha
4 MAJOR SOIL TYPES Deep and well drainedFine silty to loamy in northeasternpart fine to coarse loamy andcalcareous in southwester part5 AREA UNDER PRINCIPAL CROPS (2010-11)
2 WheatRicePulsesOil seeds
3
4 252136 ha5 201465 ha32658 ha28877 ha
6 IRRIGATION BY DIFFERENT SOURCES(Number of Structures Area in ha) (Figures for2010-11)Dugwells Tubewells BorewellsTankspondsCanalsOthersNet Irrigated AreaGross Irrigated Area
451 312225 ha (Net Irrigated)--892 km 9987 ha (Net Irrigated)--322212 ha536968 ha
7 NUMBER OF GROUND WATERMONITORING WELLS OF CGWB (As on 31-3-2013)Dug wellsPiezometers
123
8 PREDOMINANT GEOLOGICALFORMATIONS
a) Major part (upland areas) coveredwith Older Alluvium (~600mthickness) deposited over UpperSiwalik
b)Younger (Newer) Alluvium occurs inlow land tracts along rivers
i i i
9 HYDROGEOLOGYMajor water bearing formation
Pre-monsoon Depth to water level during 2011Post-monsoon Depth to water level during 201)Long term water level trend (2002-2011)a) Pre-monsoon (6 wells analysed)
b) Post-monsoon (6 wells analysed)
3 Aquifer Groups up to the explored depth of456m ground water occurs in fine to mediumand coarse sand zones and gravel in theseaquifers260 ndash 917 mbgl082 ndash 895 mbgl
Fall 006 to 069 myr (5 wells)Rise 006 myr (1 well)Fall 006 to 049 myr (4 wells)Rise 004 - 010 myr (2 wells)
10 GROUND WATER EXPLORATION BY CGWB (Ason 31-3-2013)a) Normal ProgrammeNo of wells drilled (EW SH Deposit Well)Depth rangeDischarge (litres per second) (m)Storativity (S)Transmissivity (m2day)
11240 ndash 456m904 ndash 2074 (up to 250m)10-3164 ndash 2010
11 GROUND WATER QUALITYPresence of Chemical constituents more than permissiblelimit (eg EC F As Fe)
Quality fresh Fluoride and Nitrate withinpermissible limits
12 DYNAMIC GROUND WATER RESOURCES (2009)Annual Replenishible Ground Water ResourcesNet Annual Ground Water DraftProjected Demand for Domestic amp Industrial Uses upto2025Stage of Ground Water Development
14863450 ham11188326 ham1341871 ham
7527
13 AWARENESS AND TRAINING ACTIVITY No Mass Awareness and Water ManagementTraining Programme organized by CGWB inShahjahanpur district
14 EFFORTS OF ARTIFICIAL RECHARGE ampRAINWATER HARVESTINGProjects completed by CGWB (No amp Amount spent)Projects under technical guidance of CGWB (Numbers)
NilNil
15 GROUND WATER CONTROL AND REGULATIONNumber of OE Critical Semi-critical Safe Blocks
No of blocks notified
All the 15 blocks have been categorized aslsquoSafersquoNil
16 MAJOR GROUND WATER PROBLEMS ANDISSUES
WL decline in urban area (Shahjahanpur City) Arsenic in ground water survey by UP Jal
Nigam in 8 blocks arsenic more than 10ppbfound in 7 blocks ndash Dadrol Jaitipur JalalabadKatra Khutar Sindhauli and Tilhar Arsenicgt50ppb only in 3 samples out of 1193
1
UTTAR PRADESH
Shahjahanpur District
1 INTRODUCTION11 Location Extent and PopulationSituated in the west-central partof Uttar Pradesh (Fig 1) lying betweenlatitude 27deg27N and 28deg28N andlongitude 79deg19E and 80deg23EShahjahanpur district covers 4575SqKm geographical area It was carvedout as separate district from Bareillydistrict in 1813 and is bounded in thenorthwest by Pilibhit district and in theeast and southeast by Kheri and Hardoidistricts respectively To the south liesFarrukhabad district separated byriver Ganga and to the west Bareilly and Budaun districtsAs per provisional figures of 2011 census (source Census of India web
site) total Population of the district is 3002376 with density of population 684soulsper SqKm and rural population constitutes 8030 (2410968 nos) of the totalpopulation The decadal population growth from 2001 is 2180 (1254 in urbanareas and 2431 in rural areas)12 Administrative SetupThe district is administratively divided into 4 tehsils and15 developmentblocks (Plate-I Table 1) with 124 Nyay Panchayats and 922 Gram Panchayats Theurban sector has 3 Nagar Palika Parishads (Shahjahanpur Tilhar and Jalalabad) and7 town areas with Nagar Panchayats (Katra Powayan Kanth Khutar AllahganjKhudaganj and Railway Settlement Roza) Total number of villages is 2331 out ofwhich 2080 are inhabited and 251 uninhabited
Table 1 Administrative Set-up Shahjahanpur District UP
Source website updesupnicin (Statistical Diary-2012 Table-55 Figures for 2011-12)
13 Agriculture Irrigation and Crops
131 AgricultureBestowed with fertile soil and having good irrigation facilities about 80area of the district is under agricultural use Net sown area ranges from 7396 inDadrol to 8513 in Nigohi block (Table-2 Fig 2) Net irrigated area is 322212 hawhich forms about 92 of the net sown area (350183 ha) Gross irrigated area is536968 haTable-2 Block-wise Land Use in Shahjahanpur District UP (All Areas in ha)
includes area of forest barren cultivable waste present fallow land other fallow land barren uncultivable land land put to non-agriculture use pastures and area under bush forest amp garden
3
132 Irrigation
Contributing about 97 of the net irrigated area ground water is the major source
of irrigation in the district ranging from 9414 in Tilhar block to 9940 in Madanapur
block (Table-3 Fig 3) The canal network runs through 892 km in the district
Table 3 Block-wise Net Area Irrigated by different sources in Shahjahanpur District UP
Block Netirrigatedarea (Ha)
Different Irrigation Source (Net IrrigatedArea in Ha)
Fig 2 Block-wise land use in Shahjahanpur district
4
There are two main canal branches passing through the district ndash ShahjahanpurBranch and Nigohi Branch Salient features about these are given in Table-4Table 4 Salient Features of Canal Branches in Shahjahanpur District UP
Canal Distribution Length DesignedDischarge
CCAShahjahanpur Branch Starts from right bank of Apsarariver (Kolaria Head) in Bhadpurablock of Bareilly district entersinto Shahajahnpur district fromKatra block and passes throughJaitipur Tihar Dadraul Jalalabadand Kanth blocks before enteringinto Hardoi district
11032 km 1219 cusec 136988ha
Nigohi Branch Originates from left bank ofSharda Main Canal in Barkherablock of Pilibhit district andpasses through Nigohi andBhawal Khera blocks ofShahjahanpur district95660 Km 600 cusec 73925ha
Source Executive Engineer Irrigation Department Shahjahanpur
133 CropsWheat is grown in the maximum area of the district followed by ricePrincipal Kharif crops are paddy millet maize and jwar and Rabi crops - wheatgram barley pulses and oil seeds Other crops of minor importance are sugarcanepotato cotton etc Cropping pattern is given in Table-5
Fig 3 Block-wise Net Area Irrigated by Different Sources Shahjahanpur District UP
5
Table 5 Cropping Pattern in District Shahjahanpur UP (2010-11)
Source website updesupnicin (Statistical Diary-2012 Table-19 Figures for 2010-11)
14 IndustriesThere are 3 major Industrial Estates Areas in the district namely ndash RozaTilhar and Powayan A few large-scale industries Public Sector Undertakings andMedium Scale Enterprise exist in the district (Table-6) Major exportable itemsproduced in the district are carpet and durriesTable-6 Main Industries in Shahjahanpur District
Scale of Industry IndustryLarge ScaleIndustries PublicSector Undertakings Ordinance Clothing Factory Shahjahanpur K R Pulp amp Paper Ltd Jamaur Shahjahnpur Bajaj Hindustan Ltd Maksudpur Powyana Shahjahnpur Dalmia Chini Mills Nigohi Kribhco Shyam Fertilizers Ltd Pipraula Shahjahanpur Roza Power Plant Roza ShahjahanpurMedium ScaleEnterprises Roza Sugar Works Roza United Spirit Ltd (Distillary) Roza Shahjahnpur Formula tent Mardorcel amp Co Ltd
Source Brief Industrial Profile of Shahjahanpur District UP by MSME Development Institute Kanpur Ministry of Micro Small ampMedium Enterprise Government of IndiaIn addition there are number of micro and small enterprises most of whichare agro based Some other such units are ready-made garments and embroiderywood wooden based furnitures paper amp paper products leather basedchemicalchemical based rubber plastic amp petro based metal based (SteelFabrication) Soda water cotton textile etc
2 CLIMATE AND RAINFALLWith hot and dry summers humid monsoon season and dry winters thedistrict comes under sub-tropical sub-humid climate zone There are 5 meterologicalstations of IMD in the district The temperature varies from 85 to 2860C in wintersand 2140C to 4050C in summers However during cold-waves the temperature may
go down to freezing point whereas extreme heat wave at times can cause the temperature
to go up to as high as 46degC May is the hottest month of the year and January the
6
coldest with mean daily maximum temperature during the former being 4050C andthat in latter 2190C The mean daily minimum temperatures during these monthsare 2530C and 850C respectively The normal annual rainfall (1901-70) averagedover 5 raingauge stations existing in the district is 10467mm The southwestmonsoon is active from mid or mid June to September with maximum rainfall(~87) taking place during this period August being the wettest month There isaverage 45 rainy days (days with rainfall of 25 mm or more) in a year Averagehumidity remains considerably high from July to September (745 - 805) and ishighest during the month of August3 DRAINAGE SOIL GEOMORPHOLOGY amp GEOLOGY
31 Drainage amp SoilRamganga river which flows NNW-SSE in the western part of the districtforms the principal drainage Southwestern periphery is drained by the river GangaOther important rivers are Garra Khannaut Bahgul Jokhal and Kathana River Garradivides the district into almost equal halvesSoils in the district are deep and well drained with loamy surface In thenortheastern part the soils are mainly fine silty to coarse loamy whereas insouthwestern part they are mainly fine to coarse loamy and calcareous (based onSoil Map published by NBSS amp LUP)32 GeomorphologyShahjahanpur district forms part of Central Ganga Plains in the upper GangaBasin exhibiting monotonous flat topography with master slope towards south andsoutheast Northern part of the district merges imperceptibly into Terai marked bythick forests and marshy lands Ground elevation generally ranges from 148-172masl The area can be divided into two broad geomorphic units (Srivastava ampGairola 1993) an upland ndash the Varanasi Older Alluvium (VOA) Plain (Bhangersurface) and the low land ndash the flood plain (Khadar surface) The former is the oldestgeomorphic unit covering major part of the area occupying interfluve zones abovethe general flood level of different rivers The elevation of Varanasi Older AlluviumPlain which in most part has homogenous flattish topography varies from 159 to172mamsl with general southward slope The surface hosts a number ofpalaeochannels and tals Based on lithology the plain can be subdivided into sandy
7
and silty-clayey surfaces The Khadar surface (low land) can be further subdividedinto Older Flood Plains of Ganga Ramganga Garra Gomati Khannaut KatniBahhul Dojara rivers and Active Flood Plains of these rivers In major part thereare two levels of Terrace in Older Flood Plains The higher level Terrace is anerosional surface over the Varanasi Older Alluvium whereas the lower levelTerraces is made up of Terrace Alluvium33 GeologyThe district is underlain by thick pile of Quaternary alluvial depositsdeposited over Siwalik Supergroup which in turn overlies Vindhyan SupergroupunconformablyThe Newer Alluvium occurs along the courses of major streams formingwedge shaped cover The formation consists of fine to medium sand silt with thinclay lenses Terrace Alluvium of different rivers exhibits different characteristics InRamganga basin it is alternate sequence of fine sand and medium grey micaceoussand in Garra river thin khaki silty clay alternating with thick fine medium grainedgrey micaceous sand whereas in Ganga the top layer of Terrace Alluvium is ofblackish clay siltThe Older Alluvium is a thick polycyclic fining upward sequence of oxidizedsilt clay and sand with subordinate kankar concretions Bore well data of ONGCwells at Tilhar Shahjahanpur and Puranpur (adjoining Pilibhit district) (compiledand discussed in CGWB 1997) suggests that this alluvium is 400-590m thick andrests over upper SiwalikSedimentation of Varanasi older alluvium possibly began during MiddlePleistocene in the basin formed over the Siwalik Super group with the risingHimalaya due to post Upper Siwalik upliftment of Himalaya (Singh amp Nambiar1993) The advent of Holocene heralded the change of climate from cold arid towarm humid which brought about the next cycle of sedimentation represented byTerrace Alluvium This is also the period of formation of wide erosional terraces Thedeposition of third generation of quaternary sedimentation is still on andrepresented by point bar and channel bar deposits of recent alluviumThe basement for Quaternary sediments is not exposed in the districtBasement rocks in the area are concealed under thick pile of Quaternary sedimentsAs per the bore well data of deep boreholes drilled by ONGC at Tilhar Shahjahanpur
8
and Puranpur (adjoining Pilibhit district) in Puranpur depression of Ganga Basinthe Upper Siwaliks (US) consisting of sand sandstone and clay claystone form theconcealed basement for Quaternary sediments (CGWB 1997) The lithologicaldistinction between VOA and Siwalik sediments however is not very perceptibleand the hiatus between the two entities is also not reflected in ONGC lithologs TheSiwalik Supergroup comprising of Upper Siwalik (US) Middle Siwalik (MS) andLower Siwalik (LS) in turn rests unconformably over northern sloping basement ofVindhyan Supergroup encountered in Shahjahanpur and Puranpur bore wells at1839m and 3120m respectively At Puranpur an additional unit of sedimentaries ofabout 52m thickness comprising of ferruginous oolitic rock laterite and clay alsooccurs between Siwalik and Vindhyan Supergroup In the bore well at Tilhar drilledup to 2226m and terminating within Mesozoic Lower Siwalik is absent and MiddleSiwalik Mesozoic boundary is represented by unconformity at 1698m (CGWBopcit) Based on seismological surveys bottom of Lower Siwaliks at PawayanDeokali (Banda block) Miranpur Katra and Banda has been inferred at 1604 30231642 and 2191m respectively (CGWB opcit)Generalized stratigraphic sequence is given in Table-7Table ndash7 Generalized Stratigraphic Sequence in and around Shahjahanpur District UP
Age Geologi-cal Units
Lithology Geomorphological Units LandformsHolocene NewerAlluvium Recent Alluvium (thickness 5-7m) - fluvial sediments fine tomedium loose micaceous sandwith minor siltActive Flood Plains ofGanga Ramganga GomtiGarra Khannaut BeghulDojara rivers
Point bar channelbar lateral barsandy flatsTerrace Alluvium (thickness 2-8m) ndash cyclic sequence of grey tolight khaki coloured silt clay andmicaceous sand thinly lami-nated occasionally oxidizedOlder Flood Plains ofrespective rivers presenton both thebanks as linearterraces
Abandonedchannelscut off meanderssandy flatsDisconformityMiddle toUpperPliestocene VaranasiOlderAlluvium(VOA)400 to ~600m thick multiplepolycyclic fining upwardsequence of oxidized silt clay andsand with subordinatekankar concretions at depth
Varanasi Older AlluvialPlain ndash the oldest unitcovering the highest level Sandy surface -Sand moundsridges amp flatsSilt-clay surface -PalaeochannelsTalsDisconformityTertiary SiwalikSupergroup (USMS amp LS)gt1100 to ~ 2700m thicksequence of sand sandstone andclay claystone (siltstone is alsopresent at Tilhar)
Not exposed in the area~~~~~~~~~~~~~~~~~~~~~~~~ Unconformity~~~~~~~~~~~~~~~~~~~~~~~~Pre Tertiary Basement rocks belonging to MesozoicPrecambrian Vindhyan Supergroup Not exposed in the area
41 HydrogeologyCentral Ground Water Board has carried out exploratory drilling in thedistrict up to the maximum depth of 456m ie mainly within older alluvium A totalof 10 exploratory wells and 1 slim hole have been drilled in the district so farLithological units are composed mainly of fine to medium and coarse sand gravelclay and kankar with sand being the dominant component Kankar is generallyassociated with clay capping (3-5m or more in thickness) existing all over the areaClay generally occurs in lenticular form in the upper parts and attains regionalcharacter at deeper levels Perusal of electrical logs of the wells apparently suggeststhat 4 aquifer groups exist at individual sites with top and bottom of individualaquifer group varying widely (CGWB 2012) However on the basis of fence diagramconstructed with the help of lithologs of different wells exhibiting disposition ofdifferent aquifers three aquifer groups separated by fairly thick clay beds can beidentified in the district down to the maximum explored depth (Table-8) Aconspicuous surface silty clay capping having 3-5m thickness or more also existsalmost over entire district Decreasing resistivity values may point to decreasinggranularity with depthTable-8 Summary of Aquifer Groups in Shahjahanpur District UP
(after CGWB 2006)
AquiferGroup
Average DepthDepth Range
Resistivity(Ohm-m)
RemarksI Ground level to 140-170m 50-60 Quality of water goodII 140 170-325 30-40 Quality of water goodIII Below 325 20-30 Quality of water good except in the deeperaquifer at Imaliya in the southern partwhere it is brackishGround water in shallow aquifer occurs under unconfined condition and istapped by dug wells and shallow borewells Tubewells drilled by State Governmentgenerally tap 30-40m thickness in this aquifer in the depth range of 70-130m withdischarge of 2400 to 3600 lpm (CGWB 2006) In deeper aquifers ground wateroccurs under semi-confined to confined conditions Exploratory wells drilled byCGWB tapping shallow or collectively shallow and deep aquifers have yields rangingfrom 1483-2074 lpm whereas the well tapping only second aquifer has yielded 904lpm (Tablemdash9 Appendix-I) Hydrogeological map of the district is presented inPlate-II
10
Table-9 Exploratory Drilling by CGWB in Shahjahanpur district UP(Summarized results in Appendix-)
Numberof EW
DepthRange(mbgl)
Yields(lpm)
Draw-downs (m)
Transmissivity(m2day)
Storativity
10 240-456 904 ndash 2074 242 ndash 2292 164 ndash 2010 3x10-342 Depth to Water LevelAs per data of Ground Water Monitoring Stations of CGWB and GWD UP for2012 water levels in the district range from 260 to 917 mbgl during pre-monsoonwith majority of wells falling between 3-7 mbgl During post-monsoon water levelsrange from 082 to 845 mbgl with large number of wells having water levelsbetween 2-5 mbgl Depth to water level contours for pre- and post-monsoon 2012are presented in Plate-III amp IV respectively43 Long-term Water Level TrendMajority of the CGWB monitoring wells analysed show declining water leveltrends for the period 2003-12 with range of decline 006-069 myr during pre-monsoon and 006-049 myr during post-monsoon (Table-11) Rising trends havealso been observed Maximum decline has been observed at Shahjahanpur bothduring pre-monsoon (069 myr) and post-monsoon (049 myr) which might beindicative of stress on ground water in urban area
Table-11 Summary of Long-term (2003-12) WL Trends in Shahjahanpur District
441 Quality of Ground Water in Phreatic AquiferCentral Ground water Board monitors ground water quality of phreaticaquifer through analysis of samples collected once a year (one sample from eachblock) Ground Water samples collected during 2011 show Electrical Conductivity
(EC) in the range of 335-750 micro-Siemenscm indicating that ground water is fresh inthe district Variation in EC over the area is illustrated through EC contours onHydrogeological Map of the district (ie Plate-II) Total hardness (as CaCo3) ranges
11
from 100-290 mgl Fluoride and Nitrate are within permissible limits (15 mgL amp45 mgL respectively) in all the samplesIn a survey carried out by UP Jal Nigam for arsenic in ground water in 8blocks of the district namely ndash Dadrol Jaitipur Jalalabad Katra Khutar MirzapurSindhauli and Tilhar arsenic has been detected in GW samples from all these blockswith some of the samples from 7 blocks having arsenic concentrations above 10 ppb(Table-12)Table-12 Summary of Survey Carried out by UP Jal Nigam for Arsenic in GW
Source Report on rsquoArsenic Toxicity in GW of UPrsquo by State Water Resource Agency Government of UP compiling results of UPJal Nigam survey
442 Quality of Ground Water in Deeper AquifersExploratory drilling in the district has revealed that the formation water isgenerally fresh in the deeper aquifers except at Imaliya in the southern part of thedistrict where it has been inferred as brackish in the aquifer occurring below 325m(CGWB 2012)45 Status of Ground Water DevelopmentAbout 80 area of the district is under agricultural use with paddy andwheat grown on large scale Net irrigated area is about 92 of the net sown area ofwhich 97 contribution comes from ground water Although there is fairly strongcanal network in the district irrigation is mainly ground water dependentthroughout the district (Table-3 amp 13) This is due to easy access to ground water aswater levels are not deep and ground water is directly under control of individualfarmer user
Table 13 Block-wise status of sources of irrigation in Shahjahanpur districtBlock Canallength(km) Govttube-well(No)Perma-nentwells(No)
Source website updesupnicin (Statistical Diary-2012 Table-23 Figures for 2010-11)Drinking water requirement of the district is met by UP Jal Nigam throughtubewells (Piped Water Supply Scheme) and India Mark II hand pumps As per UP JalNigam figures for 2011-12 2080 villages have India Mark II hand pumps benefitinga population of 1939404 There are 6 nos rural Piped Water Supply Schemes with 8tubewells catering to 7 villages in Kalan Banda Nigohi and Jalalabad blocks (source
office of Executive Engineer UPJN) In urban areas water supply is through 2666 HPsin 10 towns (Kanth Allahganj Khutar Powayan Tilhar Khudaganj Katra JalalabadShahjahanpur and Roza) and 45 TWs in 9 towns (all the above towns except Roza)catering to currently assessed population of 614750 (Source as above) Out of theabove 28 TWs and 1375 HPs are located in Shahjahanpur City alone46 Dynamic Ground Water Resources (as on 3132009)As per estimation of dynamic (12eplenishable) ground water resource ofShahjahanpur district (as on 3132009) all the blocks have been categorized aslsquoSafersquo (Plate-V Appendix-II) Keeping provision for future domestic and industrialrequirements availability of ground water for future irrigation development comesto 3514698 ham Summary of Dynamic GW Resource for the district is presented inTable-14
Table-14 Dynamic GW Resource Shahjahanpur district UP (as on 3132009)Net annual
The foregoing description of ground water scenario does not indicate any major
ground water problem in the district However following issues may require timely
attention in view of their potential adverse impact
51 Water Level Decline in Urban AreaAs indicated under Section 45 (Table-11) the only monitoring well showingconsiderable long term decline (69cmyr and 49cmyr during pre- and post-monsoon respectively) exists in Shahjahanpur City suggesting that ground water isunder stress mainly in the urban area52 Arsenic in Ground WaterSurvey by UP Jal Nigam in 8 blocks of the district has revealed presence ofarsenic in ground water above 10 ppb in 7 blocks namely - Dadrol JaitipurJalalabad Katra Khutar Sindhauli and Tilhar (Section 441 Table-12) Howeverarsenic concentrations above 50ppb have been observed only in 3 samples out oftotal 11936 GROUND WATER MANAGEMENT STRATEGY
61 Management of Ground Water DevelopmentThe present level of ground water development is 7527 in the districtleaving net ground water availability for future irrigation development as3514698ham All the 15 blocks have been categorized as lsquoSafersquo Average pre-monsoon water levels in all the blocks are shallower than 6mbgl Hence additionalirrigation potential can be judiciously exploited in all the blocks62 Ground Water Management in Urban areaDeclining water level trend in Shahjahanpur City requires timely attentionEmphasis is to be given to Roof Top Rain Water Harvesting (RTRWH) in buildingshouses industrial premises In this direction government should take initiatives forinstallation of RTRWH mechanisms in government buildings Campaigns to makepeople aware of the situation and to encourage them to use ground waterjudiciously as well as to take up RTRWH should be undertaken Efforts should bemade minimize transmission conveyance losses
14
63 Demarcation of Arsenic Affected AreaTill now only 8 blocks have been taken up by UP Jal Nigam for survey ofarsenic in ground water which has revealed presence of arsenic above 10ppb in 7blocks and above 50ppb only in 3 samples (out of total 1193) Further studies maybe taken up where arsenic above 50ppb has been found Other parts of the districtare also to be covered to demarcate the extent and magnitude of problem7 AWARENESS AND TRAINING ACTIVITYNo Mass Awareness Programme or Water Management Training Programmehas been organized by CGWB in Shahjahanpur district8 AREA NOTIFIED BY CGWANo area block of Shahjahanpur district has been notified by CGWA9 RECOMMENDATIONS
Management of Ground Water in Urban Area (Shahjahanpur City) Emphasis is to be given to Roof Top Rain Water Harvesting (RTRWH)in buildings houses industrial premises Government should take initiatives for installation of RTRWHmechanisms in government buildings Campaigns to make people aware of the situation and to encouragethem to use ground water judiciously as well as to take up RTRWH should beundertaken Efforts should be made minimize transmission losses
Arsenic in ground water Extent of the problem of arsenic in ground water should bedemarcated and its magnitude be ascertained
BIBLIOGRAPHY REFERENCE
CGWB 1997 Delineation of Deep Fresh Water Artesian Aquifers in GangaBasin by Singh BK Chandra PC and Srivastava MM CGWB Unpub ReportManuscript
CGWB 2000 Hydrogeology and Ground Water Potential ShahjahanpurDistrict CGWB Unpub Report
15
Singh OP and Nambiar KV 1993 Quaternary Geology and Geomrphologyof a part of Ganga Basin in Districts Badaun and Shahjahanpur Uttar PradeshGSI Unpub Report
Khan AU and Rawat BP 1993 Quaternary Geology and Geomorphology ofa part of Ganga Basin in parts of Bareilly Badaun Shahjahanpur and Pillibhitdistrict Uttar Pradesh GSI Unpub Report Srivastava AB and Gairola BM 1994 Quaternary Geology andGeomorphology of parts of Shahjahanpur Bareilly Pillibhit amp LakhimpurKheri districts Uttar Pradesh GSI Unpub Report Arsenic Toxicity in Ground Water of Uttar Pradesh - Technical Report ofSWaRA Government of UP District Sankhyiki Patrika available on website updesupnicin (UP Directorateof Economics amp Statistics) UP Jal Nigam website wwwupjnorg
Census India web site wwwcensusindiagovin
CGWB 2012 State Geophysical Report of Uttar Pradesh CGWB Unpub Report Brief Industrial Profile of Shahjahanpur District UP by MSME DevelopmentInstitute Kanpur Ministry of Micro Small amp Medium Enterprise Governmentof India (available on httpdcmsmegovindipsDIP20Shahjahanpurr20VK 20Bhatt20AD20EIpdf
16
17
18
19
20
21
APPENDIX-I
SlNo
LOCATION Block TYPE OFWELL
DEPTHDRILLED
(mbgl)
DEPTHCONS-
TRUCTED(mbgl)
AQUIFER ZONES TAPPED (mbgl) STATICWATERLEVEL(mbgl)
Total District 14863450 10681538 506788 11188326 667214 3514698 7527
i i
DISTRICT SHAHJAHANPUR AT A GLANCE
1 GENERAL INFORMATIONi Geographical Area (SqKm) 4575ii Administrative Divisions
Number of TehsilBlockNumber of Panchayat Villages
4 15124 2331
iii Population (provisional figures-2011)RuralUrban
30023762410968591408
iv Average Annual Normal Rainfall (1901-70) 104670mm
2 GEOMORPHOLOGY Central Ganga Plain (upper GangaBasin)
i Major Physiographic Units Older Flood PlainsYounger Flood Plains (Older or TerraceFlood Plains amp Active Flood Plains)
ii Major Drainages Ramganga and Gomti and theirtributaries ndash Garra Khannaut BahgulJokhaland Ganga form thesouthwestern boundary Garra dividesthe district in equal halves
3 LAND USEArea other than Agriculture UseNet Sown Area (2010-11)
87286 ha350183 ha
4 MAJOR SOIL TYPES Deep and well drainedFine silty to loamy in northeasternpart fine to coarse loamy andcalcareous in southwester part5 AREA UNDER PRINCIPAL CROPS (2010-11)
2 WheatRicePulsesOil seeds
3
4 252136 ha5 201465 ha32658 ha28877 ha
6 IRRIGATION BY DIFFERENT SOURCES(Number of Structures Area in ha) (Figures for2010-11)Dugwells Tubewells BorewellsTankspondsCanalsOthersNet Irrigated AreaGross Irrigated Area
451 312225 ha (Net Irrigated)--892 km 9987 ha (Net Irrigated)--322212 ha536968 ha
7 NUMBER OF GROUND WATERMONITORING WELLS OF CGWB (As on 31-3-2013)Dug wellsPiezometers
123
8 PREDOMINANT GEOLOGICALFORMATIONS
a) Major part (upland areas) coveredwith Older Alluvium (~600mthickness) deposited over UpperSiwalik
b)Younger (Newer) Alluvium occurs inlow land tracts along rivers
i i i
9 HYDROGEOLOGYMajor water bearing formation
Pre-monsoon Depth to water level during 2011Post-monsoon Depth to water level during 201)Long term water level trend (2002-2011)a) Pre-monsoon (6 wells analysed)
b) Post-monsoon (6 wells analysed)
3 Aquifer Groups up to the explored depth of456m ground water occurs in fine to mediumand coarse sand zones and gravel in theseaquifers260 ndash 917 mbgl082 ndash 895 mbgl
Fall 006 to 069 myr (5 wells)Rise 006 myr (1 well)Fall 006 to 049 myr (4 wells)Rise 004 - 010 myr (2 wells)
10 GROUND WATER EXPLORATION BY CGWB (Ason 31-3-2013)a) Normal ProgrammeNo of wells drilled (EW SH Deposit Well)Depth rangeDischarge (litres per second) (m)Storativity (S)Transmissivity (m2day)
11240 ndash 456m904 ndash 2074 (up to 250m)10-3164 ndash 2010
11 GROUND WATER QUALITYPresence of Chemical constituents more than permissiblelimit (eg EC F As Fe)
Quality fresh Fluoride and Nitrate withinpermissible limits
12 DYNAMIC GROUND WATER RESOURCES (2009)Annual Replenishible Ground Water ResourcesNet Annual Ground Water DraftProjected Demand for Domestic amp Industrial Uses upto2025Stage of Ground Water Development
14863450 ham11188326 ham1341871 ham
7527
13 AWARENESS AND TRAINING ACTIVITY No Mass Awareness and Water ManagementTraining Programme organized by CGWB inShahjahanpur district
14 EFFORTS OF ARTIFICIAL RECHARGE ampRAINWATER HARVESTINGProjects completed by CGWB (No amp Amount spent)Projects under technical guidance of CGWB (Numbers)
NilNil
15 GROUND WATER CONTROL AND REGULATIONNumber of OE Critical Semi-critical Safe Blocks
No of blocks notified
All the 15 blocks have been categorized aslsquoSafersquoNil
16 MAJOR GROUND WATER PROBLEMS ANDISSUES
WL decline in urban area (Shahjahanpur City) Arsenic in ground water survey by UP Jal
Nigam in 8 blocks arsenic more than 10ppbfound in 7 blocks ndash Dadrol Jaitipur JalalabadKatra Khutar Sindhauli and Tilhar Arsenicgt50ppb only in 3 samples out of 1193
1
UTTAR PRADESH
Shahjahanpur District
1 INTRODUCTION11 Location Extent and PopulationSituated in the west-central partof Uttar Pradesh (Fig 1) lying betweenlatitude 27deg27N and 28deg28N andlongitude 79deg19E and 80deg23EShahjahanpur district covers 4575SqKm geographical area It was carvedout as separate district from Bareillydistrict in 1813 and is bounded in thenorthwest by Pilibhit district and in theeast and southeast by Kheri and Hardoidistricts respectively To the south liesFarrukhabad district separated byriver Ganga and to the west Bareilly and Budaun districtsAs per provisional figures of 2011 census (source Census of India web
site) total Population of the district is 3002376 with density of population 684soulsper SqKm and rural population constitutes 8030 (2410968 nos) of the totalpopulation The decadal population growth from 2001 is 2180 (1254 in urbanareas and 2431 in rural areas)12 Administrative SetupThe district is administratively divided into 4 tehsils and15 developmentblocks (Plate-I Table 1) with 124 Nyay Panchayats and 922 Gram Panchayats Theurban sector has 3 Nagar Palika Parishads (Shahjahanpur Tilhar and Jalalabad) and7 town areas with Nagar Panchayats (Katra Powayan Kanth Khutar AllahganjKhudaganj and Railway Settlement Roza) Total number of villages is 2331 out ofwhich 2080 are inhabited and 251 uninhabited
Table 1 Administrative Set-up Shahjahanpur District UP
Source website updesupnicin (Statistical Diary-2012 Table-55 Figures for 2011-12)
13 Agriculture Irrigation and Crops
131 AgricultureBestowed with fertile soil and having good irrigation facilities about 80area of the district is under agricultural use Net sown area ranges from 7396 inDadrol to 8513 in Nigohi block (Table-2 Fig 2) Net irrigated area is 322212 hawhich forms about 92 of the net sown area (350183 ha) Gross irrigated area is536968 haTable-2 Block-wise Land Use in Shahjahanpur District UP (All Areas in ha)
includes area of forest barren cultivable waste present fallow land other fallow land barren uncultivable land land put to non-agriculture use pastures and area under bush forest amp garden
3
132 Irrigation
Contributing about 97 of the net irrigated area ground water is the major source
of irrigation in the district ranging from 9414 in Tilhar block to 9940 in Madanapur
block (Table-3 Fig 3) The canal network runs through 892 km in the district
Table 3 Block-wise Net Area Irrigated by different sources in Shahjahanpur District UP
Block Netirrigatedarea (Ha)
Different Irrigation Source (Net IrrigatedArea in Ha)
Fig 2 Block-wise land use in Shahjahanpur district
4
There are two main canal branches passing through the district ndash ShahjahanpurBranch and Nigohi Branch Salient features about these are given in Table-4Table 4 Salient Features of Canal Branches in Shahjahanpur District UP
Canal Distribution Length DesignedDischarge
CCAShahjahanpur Branch Starts from right bank of Apsarariver (Kolaria Head) in Bhadpurablock of Bareilly district entersinto Shahajahnpur district fromKatra block and passes throughJaitipur Tihar Dadraul Jalalabadand Kanth blocks before enteringinto Hardoi district
11032 km 1219 cusec 136988ha
Nigohi Branch Originates from left bank ofSharda Main Canal in Barkherablock of Pilibhit district andpasses through Nigohi andBhawal Khera blocks ofShahjahanpur district95660 Km 600 cusec 73925ha
Source Executive Engineer Irrigation Department Shahjahanpur
133 CropsWheat is grown in the maximum area of the district followed by ricePrincipal Kharif crops are paddy millet maize and jwar and Rabi crops - wheatgram barley pulses and oil seeds Other crops of minor importance are sugarcanepotato cotton etc Cropping pattern is given in Table-5
Fig 3 Block-wise Net Area Irrigated by Different Sources Shahjahanpur District UP
5
Table 5 Cropping Pattern in District Shahjahanpur UP (2010-11)
Source website updesupnicin (Statistical Diary-2012 Table-19 Figures for 2010-11)
14 IndustriesThere are 3 major Industrial Estates Areas in the district namely ndash RozaTilhar and Powayan A few large-scale industries Public Sector Undertakings andMedium Scale Enterprise exist in the district (Table-6) Major exportable itemsproduced in the district are carpet and durriesTable-6 Main Industries in Shahjahanpur District
Scale of Industry IndustryLarge ScaleIndustries PublicSector Undertakings Ordinance Clothing Factory Shahjahanpur K R Pulp amp Paper Ltd Jamaur Shahjahnpur Bajaj Hindustan Ltd Maksudpur Powyana Shahjahnpur Dalmia Chini Mills Nigohi Kribhco Shyam Fertilizers Ltd Pipraula Shahjahanpur Roza Power Plant Roza ShahjahanpurMedium ScaleEnterprises Roza Sugar Works Roza United Spirit Ltd (Distillary) Roza Shahjahnpur Formula tent Mardorcel amp Co Ltd
Source Brief Industrial Profile of Shahjahanpur District UP by MSME Development Institute Kanpur Ministry of Micro Small ampMedium Enterprise Government of IndiaIn addition there are number of micro and small enterprises most of whichare agro based Some other such units are ready-made garments and embroiderywood wooden based furnitures paper amp paper products leather basedchemicalchemical based rubber plastic amp petro based metal based (SteelFabrication) Soda water cotton textile etc
2 CLIMATE AND RAINFALLWith hot and dry summers humid monsoon season and dry winters thedistrict comes under sub-tropical sub-humid climate zone There are 5 meterologicalstations of IMD in the district The temperature varies from 85 to 2860C in wintersand 2140C to 4050C in summers However during cold-waves the temperature may
go down to freezing point whereas extreme heat wave at times can cause the temperature
to go up to as high as 46degC May is the hottest month of the year and January the
6
coldest with mean daily maximum temperature during the former being 4050C andthat in latter 2190C The mean daily minimum temperatures during these monthsare 2530C and 850C respectively The normal annual rainfall (1901-70) averagedover 5 raingauge stations existing in the district is 10467mm The southwestmonsoon is active from mid or mid June to September with maximum rainfall(~87) taking place during this period August being the wettest month There isaverage 45 rainy days (days with rainfall of 25 mm or more) in a year Averagehumidity remains considerably high from July to September (745 - 805) and ishighest during the month of August3 DRAINAGE SOIL GEOMORPHOLOGY amp GEOLOGY
31 Drainage amp SoilRamganga river which flows NNW-SSE in the western part of the districtforms the principal drainage Southwestern periphery is drained by the river GangaOther important rivers are Garra Khannaut Bahgul Jokhal and Kathana River Garradivides the district into almost equal halvesSoils in the district are deep and well drained with loamy surface In thenortheastern part the soils are mainly fine silty to coarse loamy whereas insouthwestern part they are mainly fine to coarse loamy and calcareous (based onSoil Map published by NBSS amp LUP)32 GeomorphologyShahjahanpur district forms part of Central Ganga Plains in the upper GangaBasin exhibiting monotonous flat topography with master slope towards south andsoutheast Northern part of the district merges imperceptibly into Terai marked bythick forests and marshy lands Ground elevation generally ranges from 148-172masl The area can be divided into two broad geomorphic units (Srivastava ampGairola 1993) an upland ndash the Varanasi Older Alluvium (VOA) Plain (Bhangersurface) and the low land ndash the flood plain (Khadar surface) The former is the oldestgeomorphic unit covering major part of the area occupying interfluve zones abovethe general flood level of different rivers The elevation of Varanasi Older AlluviumPlain which in most part has homogenous flattish topography varies from 159 to172mamsl with general southward slope The surface hosts a number ofpalaeochannels and tals Based on lithology the plain can be subdivided into sandy
7
and silty-clayey surfaces The Khadar surface (low land) can be further subdividedinto Older Flood Plains of Ganga Ramganga Garra Gomati Khannaut KatniBahhul Dojara rivers and Active Flood Plains of these rivers In major part thereare two levels of Terrace in Older Flood Plains The higher level Terrace is anerosional surface over the Varanasi Older Alluvium whereas the lower levelTerraces is made up of Terrace Alluvium33 GeologyThe district is underlain by thick pile of Quaternary alluvial depositsdeposited over Siwalik Supergroup which in turn overlies Vindhyan SupergroupunconformablyThe Newer Alluvium occurs along the courses of major streams formingwedge shaped cover The formation consists of fine to medium sand silt with thinclay lenses Terrace Alluvium of different rivers exhibits different characteristics InRamganga basin it is alternate sequence of fine sand and medium grey micaceoussand in Garra river thin khaki silty clay alternating with thick fine medium grainedgrey micaceous sand whereas in Ganga the top layer of Terrace Alluvium is ofblackish clay siltThe Older Alluvium is a thick polycyclic fining upward sequence of oxidizedsilt clay and sand with subordinate kankar concretions Bore well data of ONGCwells at Tilhar Shahjahanpur and Puranpur (adjoining Pilibhit district) (compiledand discussed in CGWB 1997) suggests that this alluvium is 400-590m thick andrests over upper SiwalikSedimentation of Varanasi older alluvium possibly began during MiddlePleistocene in the basin formed over the Siwalik Super group with the risingHimalaya due to post Upper Siwalik upliftment of Himalaya (Singh amp Nambiar1993) The advent of Holocene heralded the change of climate from cold arid towarm humid which brought about the next cycle of sedimentation represented byTerrace Alluvium This is also the period of formation of wide erosional terraces Thedeposition of third generation of quaternary sedimentation is still on andrepresented by point bar and channel bar deposits of recent alluviumThe basement for Quaternary sediments is not exposed in the districtBasement rocks in the area are concealed under thick pile of Quaternary sedimentsAs per the bore well data of deep boreholes drilled by ONGC at Tilhar Shahjahanpur
8
and Puranpur (adjoining Pilibhit district) in Puranpur depression of Ganga Basinthe Upper Siwaliks (US) consisting of sand sandstone and clay claystone form theconcealed basement for Quaternary sediments (CGWB 1997) The lithologicaldistinction between VOA and Siwalik sediments however is not very perceptibleand the hiatus between the two entities is also not reflected in ONGC lithologs TheSiwalik Supergroup comprising of Upper Siwalik (US) Middle Siwalik (MS) andLower Siwalik (LS) in turn rests unconformably over northern sloping basement ofVindhyan Supergroup encountered in Shahjahanpur and Puranpur bore wells at1839m and 3120m respectively At Puranpur an additional unit of sedimentaries ofabout 52m thickness comprising of ferruginous oolitic rock laterite and clay alsooccurs between Siwalik and Vindhyan Supergroup In the bore well at Tilhar drilledup to 2226m and terminating within Mesozoic Lower Siwalik is absent and MiddleSiwalik Mesozoic boundary is represented by unconformity at 1698m (CGWBopcit) Based on seismological surveys bottom of Lower Siwaliks at PawayanDeokali (Banda block) Miranpur Katra and Banda has been inferred at 1604 30231642 and 2191m respectively (CGWB opcit)Generalized stratigraphic sequence is given in Table-7Table ndash7 Generalized Stratigraphic Sequence in and around Shahjahanpur District UP
Age Geologi-cal Units
Lithology Geomorphological Units LandformsHolocene NewerAlluvium Recent Alluvium (thickness 5-7m) - fluvial sediments fine tomedium loose micaceous sandwith minor siltActive Flood Plains ofGanga Ramganga GomtiGarra Khannaut BeghulDojara rivers
Point bar channelbar lateral barsandy flatsTerrace Alluvium (thickness 2-8m) ndash cyclic sequence of grey tolight khaki coloured silt clay andmicaceous sand thinly lami-nated occasionally oxidizedOlder Flood Plains ofrespective rivers presenton both thebanks as linearterraces
Abandonedchannelscut off meanderssandy flatsDisconformityMiddle toUpperPliestocene VaranasiOlderAlluvium(VOA)400 to ~600m thick multiplepolycyclic fining upwardsequence of oxidized silt clay andsand with subordinatekankar concretions at depth
Varanasi Older AlluvialPlain ndash the oldest unitcovering the highest level Sandy surface -Sand moundsridges amp flatsSilt-clay surface -PalaeochannelsTalsDisconformityTertiary SiwalikSupergroup (USMS amp LS)gt1100 to ~ 2700m thicksequence of sand sandstone andclay claystone (siltstone is alsopresent at Tilhar)
Not exposed in the area~~~~~~~~~~~~~~~~~~~~~~~~ Unconformity~~~~~~~~~~~~~~~~~~~~~~~~Pre Tertiary Basement rocks belonging to MesozoicPrecambrian Vindhyan Supergroup Not exposed in the area
41 HydrogeologyCentral Ground Water Board has carried out exploratory drilling in thedistrict up to the maximum depth of 456m ie mainly within older alluvium A totalof 10 exploratory wells and 1 slim hole have been drilled in the district so farLithological units are composed mainly of fine to medium and coarse sand gravelclay and kankar with sand being the dominant component Kankar is generallyassociated with clay capping (3-5m or more in thickness) existing all over the areaClay generally occurs in lenticular form in the upper parts and attains regionalcharacter at deeper levels Perusal of electrical logs of the wells apparently suggeststhat 4 aquifer groups exist at individual sites with top and bottom of individualaquifer group varying widely (CGWB 2012) However on the basis of fence diagramconstructed with the help of lithologs of different wells exhibiting disposition ofdifferent aquifers three aquifer groups separated by fairly thick clay beds can beidentified in the district down to the maximum explored depth (Table-8) Aconspicuous surface silty clay capping having 3-5m thickness or more also existsalmost over entire district Decreasing resistivity values may point to decreasinggranularity with depthTable-8 Summary of Aquifer Groups in Shahjahanpur District UP
(after CGWB 2006)
AquiferGroup
Average DepthDepth Range
Resistivity(Ohm-m)
RemarksI Ground level to 140-170m 50-60 Quality of water goodII 140 170-325 30-40 Quality of water goodIII Below 325 20-30 Quality of water good except in the deeperaquifer at Imaliya in the southern partwhere it is brackishGround water in shallow aquifer occurs under unconfined condition and istapped by dug wells and shallow borewells Tubewells drilled by State Governmentgenerally tap 30-40m thickness in this aquifer in the depth range of 70-130m withdischarge of 2400 to 3600 lpm (CGWB 2006) In deeper aquifers ground wateroccurs under semi-confined to confined conditions Exploratory wells drilled byCGWB tapping shallow or collectively shallow and deep aquifers have yields rangingfrom 1483-2074 lpm whereas the well tapping only second aquifer has yielded 904lpm (Tablemdash9 Appendix-I) Hydrogeological map of the district is presented inPlate-II
10
Table-9 Exploratory Drilling by CGWB in Shahjahanpur district UP(Summarized results in Appendix-)
Numberof EW
DepthRange(mbgl)
Yields(lpm)
Draw-downs (m)
Transmissivity(m2day)
Storativity
10 240-456 904 ndash 2074 242 ndash 2292 164 ndash 2010 3x10-342 Depth to Water LevelAs per data of Ground Water Monitoring Stations of CGWB and GWD UP for2012 water levels in the district range from 260 to 917 mbgl during pre-monsoonwith majority of wells falling between 3-7 mbgl During post-monsoon water levelsrange from 082 to 845 mbgl with large number of wells having water levelsbetween 2-5 mbgl Depth to water level contours for pre- and post-monsoon 2012are presented in Plate-III amp IV respectively43 Long-term Water Level TrendMajority of the CGWB monitoring wells analysed show declining water leveltrends for the period 2003-12 with range of decline 006-069 myr during pre-monsoon and 006-049 myr during post-monsoon (Table-11) Rising trends havealso been observed Maximum decline has been observed at Shahjahanpur bothduring pre-monsoon (069 myr) and post-monsoon (049 myr) which might beindicative of stress on ground water in urban area
Table-11 Summary of Long-term (2003-12) WL Trends in Shahjahanpur District
441 Quality of Ground Water in Phreatic AquiferCentral Ground water Board monitors ground water quality of phreaticaquifer through analysis of samples collected once a year (one sample from eachblock) Ground Water samples collected during 2011 show Electrical Conductivity
(EC) in the range of 335-750 micro-Siemenscm indicating that ground water is fresh inthe district Variation in EC over the area is illustrated through EC contours onHydrogeological Map of the district (ie Plate-II) Total hardness (as CaCo3) ranges
11
from 100-290 mgl Fluoride and Nitrate are within permissible limits (15 mgL amp45 mgL respectively) in all the samplesIn a survey carried out by UP Jal Nigam for arsenic in ground water in 8blocks of the district namely ndash Dadrol Jaitipur Jalalabad Katra Khutar MirzapurSindhauli and Tilhar arsenic has been detected in GW samples from all these blockswith some of the samples from 7 blocks having arsenic concentrations above 10 ppb(Table-12)Table-12 Summary of Survey Carried out by UP Jal Nigam for Arsenic in GW
Source Report on rsquoArsenic Toxicity in GW of UPrsquo by State Water Resource Agency Government of UP compiling results of UPJal Nigam survey
442 Quality of Ground Water in Deeper AquifersExploratory drilling in the district has revealed that the formation water isgenerally fresh in the deeper aquifers except at Imaliya in the southern part of thedistrict where it has been inferred as brackish in the aquifer occurring below 325m(CGWB 2012)45 Status of Ground Water DevelopmentAbout 80 area of the district is under agricultural use with paddy andwheat grown on large scale Net irrigated area is about 92 of the net sown area ofwhich 97 contribution comes from ground water Although there is fairly strongcanal network in the district irrigation is mainly ground water dependentthroughout the district (Table-3 amp 13) This is due to easy access to ground water aswater levels are not deep and ground water is directly under control of individualfarmer user
Table 13 Block-wise status of sources of irrigation in Shahjahanpur districtBlock Canallength(km) Govttube-well(No)Perma-nentwells(No)
Source website updesupnicin (Statistical Diary-2012 Table-23 Figures for 2010-11)Drinking water requirement of the district is met by UP Jal Nigam throughtubewells (Piped Water Supply Scheme) and India Mark II hand pumps As per UP JalNigam figures for 2011-12 2080 villages have India Mark II hand pumps benefitinga population of 1939404 There are 6 nos rural Piped Water Supply Schemes with 8tubewells catering to 7 villages in Kalan Banda Nigohi and Jalalabad blocks (source
office of Executive Engineer UPJN) In urban areas water supply is through 2666 HPsin 10 towns (Kanth Allahganj Khutar Powayan Tilhar Khudaganj Katra JalalabadShahjahanpur and Roza) and 45 TWs in 9 towns (all the above towns except Roza)catering to currently assessed population of 614750 (Source as above) Out of theabove 28 TWs and 1375 HPs are located in Shahjahanpur City alone46 Dynamic Ground Water Resources (as on 3132009)As per estimation of dynamic (12eplenishable) ground water resource ofShahjahanpur district (as on 3132009) all the blocks have been categorized aslsquoSafersquo (Plate-V Appendix-II) Keeping provision for future domestic and industrialrequirements availability of ground water for future irrigation development comesto 3514698 ham Summary of Dynamic GW Resource for the district is presented inTable-14
Table-14 Dynamic GW Resource Shahjahanpur district UP (as on 3132009)Net annual
The foregoing description of ground water scenario does not indicate any major
ground water problem in the district However following issues may require timely
attention in view of their potential adverse impact
51 Water Level Decline in Urban AreaAs indicated under Section 45 (Table-11) the only monitoring well showingconsiderable long term decline (69cmyr and 49cmyr during pre- and post-monsoon respectively) exists in Shahjahanpur City suggesting that ground water isunder stress mainly in the urban area52 Arsenic in Ground WaterSurvey by UP Jal Nigam in 8 blocks of the district has revealed presence ofarsenic in ground water above 10 ppb in 7 blocks namely - Dadrol JaitipurJalalabad Katra Khutar Sindhauli and Tilhar (Section 441 Table-12) Howeverarsenic concentrations above 50ppb have been observed only in 3 samples out oftotal 11936 GROUND WATER MANAGEMENT STRATEGY
61 Management of Ground Water DevelopmentThe present level of ground water development is 7527 in the districtleaving net ground water availability for future irrigation development as3514698ham All the 15 blocks have been categorized as lsquoSafersquo Average pre-monsoon water levels in all the blocks are shallower than 6mbgl Hence additionalirrigation potential can be judiciously exploited in all the blocks62 Ground Water Management in Urban areaDeclining water level trend in Shahjahanpur City requires timely attentionEmphasis is to be given to Roof Top Rain Water Harvesting (RTRWH) in buildingshouses industrial premises In this direction government should take initiatives forinstallation of RTRWH mechanisms in government buildings Campaigns to makepeople aware of the situation and to encourage them to use ground waterjudiciously as well as to take up RTRWH should be undertaken Efforts should bemade minimize transmission conveyance losses
14
63 Demarcation of Arsenic Affected AreaTill now only 8 blocks have been taken up by UP Jal Nigam for survey ofarsenic in ground water which has revealed presence of arsenic above 10ppb in 7blocks and above 50ppb only in 3 samples (out of total 1193) Further studies maybe taken up where arsenic above 50ppb has been found Other parts of the districtare also to be covered to demarcate the extent and magnitude of problem7 AWARENESS AND TRAINING ACTIVITYNo Mass Awareness Programme or Water Management Training Programmehas been organized by CGWB in Shahjahanpur district8 AREA NOTIFIED BY CGWANo area block of Shahjahanpur district has been notified by CGWA9 RECOMMENDATIONS
Management of Ground Water in Urban Area (Shahjahanpur City) Emphasis is to be given to Roof Top Rain Water Harvesting (RTRWH)in buildings houses industrial premises Government should take initiatives for installation of RTRWHmechanisms in government buildings Campaigns to make people aware of the situation and to encouragethem to use ground water judiciously as well as to take up RTRWH should beundertaken Efforts should be made minimize transmission losses
Arsenic in ground water Extent of the problem of arsenic in ground water should bedemarcated and its magnitude be ascertained
BIBLIOGRAPHY REFERENCE
CGWB 1997 Delineation of Deep Fresh Water Artesian Aquifers in GangaBasin by Singh BK Chandra PC and Srivastava MM CGWB Unpub ReportManuscript
CGWB 2000 Hydrogeology and Ground Water Potential ShahjahanpurDistrict CGWB Unpub Report
15
Singh OP and Nambiar KV 1993 Quaternary Geology and Geomrphologyof a part of Ganga Basin in Districts Badaun and Shahjahanpur Uttar PradeshGSI Unpub Report
Khan AU and Rawat BP 1993 Quaternary Geology and Geomorphology ofa part of Ganga Basin in parts of Bareilly Badaun Shahjahanpur and Pillibhitdistrict Uttar Pradesh GSI Unpub Report Srivastava AB and Gairola BM 1994 Quaternary Geology andGeomorphology of parts of Shahjahanpur Bareilly Pillibhit amp LakhimpurKheri districts Uttar Pradesh GSI Unpub Report Arsenic Toxicity in Ground Water of Uttar Pradesh - Technical Report ofSWaRA Government of UP District Sankhyiki Patrika available on website updesupnicin (UP Directorateof Economics amp Statistics) UP Jal Nigam website wwwupjnorg
Census India web site wwwcensusindiagovin
CGWB 2012 State Geophysical Report of Uttar Pradesh CGWB Unpub Report Brief Industrial Profile of Shahjahanpur District UP by MSME DevelopmentInstitute Kanpur Ministry of Micro Small amp Medium Enterprise Governmentof India (available on httpdcmsmegovindipsDIP20Shahjahanpurr20VK 20Bhatt20AD20EIpdf
16
17
18
19
20
21
APPENDIX-I
SlNo
LOCATION Block TYPE OFWELL
DEPTHDRILLED
(mbgl)
DEPTHCONS-
TRUCTED(mbgl)
AQUIFER ZONES TAPPED (mbgl) STATICWATERLEVEL(mbgl)
Total District 14863450 10681538 506788 11188326 667214 3514698 7527
i i i
9 HYDROGEOLOGYMajor water bearing formation
Pre-monsoon Depth to water level during 2011Post-monsoon Depth to water level during 201)Long term water level trend (2002-2011)a) Pre-monsoon (6 wells analysed)
b) Post-monsoon (6 wells analysed)
3 Aquifer Groups up to the explored depth of456m ground water occurs in fine to mediumand coarse sand zones and gravel in theseaquifers260 ndash 917 mbgl082 ndash 895 mbgl
Fall 006 to 069 myr (5 wells)Rise 006 myr (1 well)Fall 006 to 049 myr (4 wells)Rise 004 - 010 myr (2 wells)
10 GROUND WATER EXPLORATION BY CGWB (Ason 31-3-2013)a) Normal ProgrammeNo of wells drilled (EW SH Deposit Well)Depth rangeDischarge (litres per second) (m)Storativity (S)Transmissivity (m2day)
11240 ndash 456m904 ndash 2074 (up to 250m)10-3164 ndash 2010
11 GROUND WATER QUALITYPresence of Chemical constituents more than permissiblelimit (eg EC F As Fe)
Quality fresh Fluoride and Nitrate withinpermissible limits
12 DYNAMIC GROUND WATER RESOURCES (2009)Annual Replenishible Ground Water ResourcesNet Annual Ground Water DraftProjected Demand for Domestic amp Industrial Uses upto2025Stage of Ground Water Development
14863450 ham11188326 ham1341871 ham
7527
13 AWARENESS AND TRAINING ACTIVITY No Mass Awareness and Water ManagementTraining Programme organized by CGWB inShahjahanpur district
14 EFFORTS OF ARTIFICIAL RECHARGE ampRAINWATER HARVESTINGProjects completed by CGWB (No amp Amount spent)Projects under technical guidance of CGWB (Numbers)
NilNil
15 GROUND WATER CONTROL AND REGULATIONNumber of OE Critical Semi-critical Safe Blocks
No of blocks notified
All the 15 blocks have been categorized aslsquoSafersquoNil
16 MAJOR GROUND WATER PROBLEMS ANDISSUES
WL decline in urban area (Shahjahanpur City) Arsenic in ground water survey by UP Jal
Nigam in 8 blocks arsenic more than 10ppbfound in 7 blocks ndash Dadrol Jaitipur JalalabadKatra Khutar Sindhauli and Tilhar Arsenicgt50ppb only in 3 samples out of 1193
1
UTTAR PRADESH
Shahjahanpur District
1 INTRODUCTION11 Location Extent and PopulationSituated in the west-central partof Uttar Pradesh (Fig 1) lying betweenlatitude 27deg27N and 28deg28N andlongitude 79deg19E and 80deg23EShahjahanpur district covers 4575SqKm geographical area It was carvedout as separate district from Bareillydistrict in 1813 and is bounded in thenorthwest by Pilibhit district and in theeast and southeast by Kheri and Hardoidistricts respectively To the south liesFarrukhabad district separated byriver Ganga and to the west Bareilly and Budaun districtsAs per provisional figures of 2011 census (source Census of India web
site) total Population of the district is 3002376 with density of population 684soulsper SqKm and rural population constitutes 8030 (2410968 nos) of the totalpopulation The decadal population growth from 2001 is 2180 (1254 in urbanareas and 2431 in rural areas)12 Administrative SetupThe district is administratively divided into 4 tehsils and15 developmentblocks (Plate-I Table 1) with 124 Nyay Panchayats and 922 Gram Panchayats Theurban sector has 3 Nagar Palika Parishads (Shahjahanpur Tilhar and Jalalabad) and7 town areas with Nagar Panchayats (Katra Powayan Kanth Khutar AllahganjKhudaganj and Railway Settlement Roza) Total number of villages is 2331 out ofwhich 2080 are inhabited and 251 uninhabited
Table 1 Administrative Set-up Shahjahanpur District UP
Source website updesupnicin (Statistical Diary-2012 Table-55 Figures for 2011-12)
13 Agriculture Irrigation and Crops
131 AgricultureBestowed with fertile soil and having good irrigation facilities about 80area of the district is under agricultural use Net sown area ranges from 7396 inDadrol to 8513 in Nigohi block (Table-2 Fig 2) Net irrigated area is 322212 hawhich forms about 92 of the net sown area (350183 ha) Gross irrigated area is536968 haTable-2 Block-wise Land Use in Shahjahanpur District UP (All Areas in ha)
includes area of forest barren cultivable waste present fallow land other fallow land barren uncultivable land land put to non-agriculture use pastures and area under bush forest amp garden
3
132 Irrigation
Contributing about 97 of the net irrigated area ground water is the major source
of irrigation in the district ranging from 9414 in Tilhar block to 9940 in Madanapur
block (Table-3 Fig 3) The canal network runs through 892 km in the district
Table 3 Block-wise Net Area Irrigated by different sources in Shahjahanpur District UP
Block Netirrigatedarea (Ha)
Different Irrigation Source (Net IrrigatedArea in Ha)
Fig 2 Block-wise land use in Shahjahanpur district
4
There are two main canal branches passing through the district ndash ShahjahanpurBranch and Nigohi Branch Salient features about these are given in Table-4Table 4 Salient Features of Canal Branches in Shahjahanpur District UP
Canal Distribution Length DesignedDischarge
CCAShahjahanpur Branch Starts from right bank of Apsarariver (Kolaria Head) in Bhadpurablock of Bareilly district entersinto Shahajahnpur district fromKatra block and passes throughJaitipur Tihar Dadraul Jalalabadand Kanth blocks before enteringinto Hardoi district
11032 km 1219 cusec 136988ha
Nigohi Branch Originates from left bank ofSharda Main Canal in Barkherablock of Pilibhit district andpasses through Nigohi andBhawal Khera blocks ofShahjahanpur district95660 Km 600 cusec 73925ha
Source Executive Engineer Irrigation Department Shahjahanpur
133 CropsWheat is grown in the maximum area of the district followed by ricePrincipal Kharif crops are paddy millet maize and jwar and Rabi crops - wheatgram barley pulses and oil seeds Other crops of minor importance are sugarcanepotato cotton etc Cropping pattern is given in Table-5
Fig 3 Block-wise Net Area Irrigated by Different Sources Shahjahanpur District UP
5
Table 5 Cropping Pattern in District Shahjahanpur UP (2010-11)
Source website updesupnicin (Statistical Diary-2012 Table-19 Figures for 2010-11)
14 IndustriesThere are 3 major Industrial Estates Areas in the district namely ndash RozaTilhar and Powayan A few large-scale industries Public Sector Undertakings andMedium Scale Enterprise exist in the district (Table-6) Major exportable itemsproduced in the district are carpet and durriesTable-6 Main Industries in Shahjahanpur District
Scale of Industry IndustryLarge ScaleIndustries PublicSector Undertakings Ordinance Clothing Factory Shahjahanpur K R Pulp amp Paper Ltd Jamaur Shahjahnpur Bajaj Hindustan Ltd Maksudpur Powyana Shahjahnpur Dalmia Chini Mills Nigohi Kribhco Shyam Fertilizers Ltd Pipraula Shahjahanpur Roza Power Plant Roza ShahjahanpurMedium ScaleEnterprises Roza Sugar Works Roza United Spirit Ltd (Distillary) Roza Shahjahnpur Formula tent Mardorcel amp Co Ltd
Source Brief Industrial Profile of Shahjahanpur District UP by MSME Development Institute Kanpur Ministry of Micro Small ampMedium Enterprise Government of IndiaIn addition there are number of micro and small enterprises most of whichare agro based Some other such units are ready-made garments and embroiderywood wooden based furnitures paper amp paper products leather basedchemicalchemical based rubber plastic amp petro based metal based (SteelFabrication) Soda water cotton textile etc
2 CLIMATE AND RAINFALLWith hot and dry summers humid monsoon season and dry winters thedistrict comes under sub-tropical sub-humid climate zone There are 5 meterologicalstations of IMD in the district The temperature varies from 85 to 2860C in wintersand 2140C to 4050C in summers However during cold-waves the temperature may
go down to freezing point whereas extreme heat wave at times can cause the temperature
to go up to as high as 46degC May is the hottest month of the year and January the
6
coldest with mean daily maximum temperature during the former being 4050C andthat in latter 2190C The mean daily minimum temperatures during these monthsare 2530C and 850C respectively The normal annual rainfall (1901-70) averagedover 5 raingauge stations existing in the district is 10467mm The southwestmonsoon is active from mid or mid June to September with maximum rainfall(~87) taking place during this period August being the wettest month There isaverage 45 rainy days (days with rainfall of 25 mm or more) in a year Averagehumidity remains considerably high from July to September (745 - 805) and ishighest during the month of August3 DRAINAGE SOIL GEOMORPHOLOGY amp GEOLOGY
31 Drainage amp SoilRamganga river which flows NNW-SSE in the western part of the districtforms the principal drainage Southwestern periphery is drained by the river GangaOther important rivers are Garra Khannaut Bahgul Jokhal and Kathana River Garradivides the district into almost equal halvesSoils in the district are deep and well drained with loamy surface In thenortheastern part the soils are mainly fine silty to coarse loamy whereas insouthwestern part they are mainly fine to coarse loamy and calcareous (based onSoil Map published by NBSS amp LUP)32 GeomorphologyShahjahanpur district forms part of Central Ganga Plains in the upper GangaBasin exhibiting monotonous flat topography with master slope towards south andsoutheast Northern part of the district merges imperceptibly into Terai marked bythick forests and marshy lands Ground elevation generally ranges from 148-172masl The area can be divided into two broad geomorphic units (Srivastava ampGairola 1993) an upland ndash the Varanasi Older Alluvium (VOA) Plain (Bhangersurface) and the low land ndash the flood plain (Khadar surface) The former is the oldestgeomorphic unit covering major part of the area occupying interfluve zones abovethe general flood level of different rivers The elevation of Varanasi Older AlluviumPlain which in most part has homogenous flattish topography varies from 159 to172mamsl with general southward slope The surface hosts a number ofpalaeochannels and tals Based on lithology the plain can be subdivided into sandy
7
and silty-clayey surfaces The Khadar surface (low land) can be further subdividedinto Older Flood Plains of Ganga Ramganga Garra Gomati Khannaut KatniBahhul Dojara rivers and Active Flood Plains of these rivers In major part thereare two levels of Terrace in Older Flood Plains The higher level Terrace is anerosional surface over the Varanasi Older Alluvium whereas the lower levelTerraces is made up of Terrace Alluvium33 GeologyThe district is underlain by thick pile of Quaternary alluvial depositsdeposited over Siwalik Supergroup which in turn overlies Vindhyan SupergroupunconformablyThe Newer Alluvium occurs along the courses of major streams formingwedge shaped cover The formation consists of fine to medium sand silt with thinclay lenses Terrace Alluvium of different rivers exhibits different characteristics InRamganga basin it is alternate sequence of fine sand and medium grey micaceoussand in Garra river thin khaki silty clay alternating with thick fine medium grainedgrey micaceous sand whereas in Ganga the top layer of Terrace Alluvium is ofblackish clay siltThe Older Alluvium is a thick polycyclic fining upward sequence of oxidizedsilt clay and sand with subordinate kankar concretions Bore well data of ONGCwells at Tilhar Shahjahanpur and Puranpur (adjoining Pilibhit district) (compiledand discussed in CGWB 1997) suggests that this alluvium is 400-590m thick andrests over upper SiwalikSedimentation of Varanasi older alluvium possibly began during MiddlePleistocene in the basin formed over the Siwalik Super group with the risingHimalaya due to post Upper Siwalik upliftment of Himalaya (Singh amp Nambiar1993) The advent of Holocene heralded the change of climate from cold arid towarm humid which brought about the next cycle of sedimentation represented byTerrace Alluvium This is also the period of formation of wide erosional terraces Thedeposition of third generation of quaternary sedimentation is still on andrepresented by point bar and channel bar deposits of recent alluviumThe basement for Quaternary sediments is not exposed in the districtBasement rocks in the area are concealed under thick pile of Quaternary sedimentsAs per the bore well data of deep boreholes drilled by ONGC at Tilhar Shahjahanpur
8
and Puranpur (adjoining Pilibhit district) in Puranpur depression of Ganga Basinthe Upper Siwaliks (US) consisting of sand sandstone and clay claystone form theconcealed basement for Quaternary sediments (CGWB 1997) The lithologicaldistinction between VOA and Siwalik sediments however is not very perceptibleand the hiatus between the two entities is also not reflected in ONGC lithologs TheSiwalik Supergroup comprising of Upper Siwalik (US) Middle Siwalik (MS) andLower Siwalik (LS) in turn rests unconformably over northern sloping basement ofVindhyan Supergroup encountered in Shahjahanpur and Puranpur bore wells at1839m and 3120m respectively At Puranpur an additional unit of sedimentaries ofabout 52m thickness comprising of ferruginous oolitic rock laterite and clay alsooccurs between Siwalik and Vindhyan Supergroup In the bore well at Tilhar drilledup to 2226m and terminating within Mesozoic Lower Siwalik is absent and MiddleSiwalik Mesozoic boundary is represented by unconformity at 1698m (CGWBopcit) Based on seismological surveys bottom of Lower Siwaliks at PawayanDeokali (Banda block) Miranpur Katra and Banda has been inferred at 1604 30231642 and 2191m respectively (CGWB opcit)Generalized stratigraphic sequence is given in Table-7Table ndash7 Generalized Stratigraphic Sequence in and around Shahjahanpur District UP
Age Geologi-cal Units
Lithology Geomorphological Units LandformsHolocene NewerAlluvium Recent Alluvium (thickness 5-7m) - fluvial sediments fine tomedium loose micaceous sandwith minor siltActive Flood Plains ofGanga Ramganga GomtiGarra Khannaut BeghulDojara rivers
Point bar channelbar lateral barsandy flatsTerrace Alluvium (thickness 2-8m) ndash cyclic sequence of grey tolight khaki coloured silt clay andmicaceous sand thinly lami-nated occasionally oxidizedOlder Flood Plains ofrespective rivers presenton both thebanks as linearterraces
Abandonedchannelscut off meanderssandy flatsDisconformityMiddle toUpperPliestocene VaranasiOlderAlluvium(VOA)400 to ~600m thick multiplepolycyclic fining upwardsequence of oxidized silt clay andsand with subordinatekankar concretions at depth
Varanasi Older AlluvialPlain ndash the oldest unitcovering the highest level Sandy surface -Sand moundsridges amp flatsSilt-clay surface -PalaeochannelsTalsDisconformityTertiary SiwalikSupergroup (USMS amp LS)gt1100 to ~ 2700m thicksequence of sand sandstone andclay claystone (siltstone is alsopresent at Tilhar)
Not exposed in the area~~~~~~~~~~~~~~~~~~~~~~~~ Unconformity~~~~~~~~~~~~~~~~~~~~~~~~Pre Tertiary Basement rocks belonging to MesozoicPrecambrian Vindhyan Supergroup Not exposed in the area
41 HydrogeologyCentral Ground Water Board has carried out exploratory drilling in thedistrict up to the maximum depth of 456m ie mainly within older alluvium A totalof 10 exploratory wells and 1 slim hole have been drilled in the district so farLithological units are composed mainly of fine to medium and coarse sand gravelclay and kankar with sand being the dominant component Kankar is generallyassociated with clay capping (3-5m or more in thickness) existing all over the areaClay generally occurs in lenticular form in the upper parts and attains regionalcharacter at deeper levels Perusal of electrical logs of the wells apparently suggeststhat 4 aquifer groups exist at individual sites with top and bottom of individualaquifer group varying widely (CGWB 2012) However on the basis of fence diagramconstructed with the help of lithologs of different wells exhibiting disposition ofdifferent aquifers three aquifer groups separated by fairly thick clay beds can beidentified in the district down to the maximum explored depth (Table-8) Aconspicuous surface silty clay capping having 3-5m thickness or more also existsalmost over entire district Decreasing resistivity values may point to decreasinggranularity with depthTable-8 Summary of Aquifer Groups in Shahjahanpur District UP
(after CGWB 2006)
AquiferGroup
Average DepthDepth Range
Resistivity(Ohm-m)
RemarksI Ground level to 140-170m 50-60 Quality of water goodII 140 170-325 30-40 Quality of water goodIII Below 325 20-30 Quality of water good except in the deeperaquifer at Imaliya in the southern partwhere it is brackishGround water in shallow aquifer occurs under unconfined condition and istapped by dug wells and shallow borewells Tubewells drilled by State Governmentgenerally tap 30-40m thickness in this aquifer in the depth range of 70-130m withdischarge of 2400 to 3600 lpm (CGWB 2006) In deeper aquifers ground wateroccurs under semi-confined to confined conditions Exploratory wells drilled byCGWB tapping shallow or collectively shallow and deep aquifers have yields rangingfrom 1483-2074 lpm whereas the well tapping only second aquifer has yielded 904lpm (Tablemdash9 Appendix-I) Hydrogeological map of the district is presented inPlate-II
10
Table-9 Exploratory Drilling by CGWB in Shahjahanpur district UP(Summarized results in Appendix-)
Numberof EW
DepthRange(mbgl)
Yields(lpm)
Draw-downs (m)
Transmissivity(m2day)
Storativity
10 240-456 904 ndash 2074 242 ndash 2292 164 ndash 2010 3x10-342 Depth to Water LevelAs per data of Ground Water Monitoring Stations of CGWB and GWD UP for2012 water levels in the district range from 260 to 917 mbgl during pre-monsoonwith majority of wells falling between 3-7 mbgl During post-monsoon water levelsrange from 082 to 845 mbgl with large number of wells having water levelsbetween 2-5 mbgl Depth to water level contours for pre- and post-monsoon 2012are presented in Plate-III amp IV respectively43 Long-term Water Level TrendMajority of the CGWB monitoring wells analysed show declining water leveltrends for the period 2003-12 with range of decline 006-069 myr during pre-monsoon and 006-049 myr during post-monsoon (Table-11) Rising trends havealso been observed Maximum decline has been observed at Shahjahanpur bothduring pre-monsoon (069 myr) and post-monsoon (049 myr) which might beindicative of stress on ground water in urban area
Table-11 Summary of Long-term (2003-12) WL Trends in Shahjahanpur District
441 Quality of Ground Water in Phreatic AquiferCentral Ground water Board monitors ground water quality of phreaticaquifer through analysis of samples collected once a year (one sample from eachblock) Ground Water samples collected during 2011 show Electrical Conductivity
(EC) in the range of 335-750 micro-Siemenscm indicating that ground water is fresh inthe district Variation in EC over the area is illustrated through EC contours onHydrogeological Map of the district (ie Plate-II) Total hardness (as CaCo3) ranges
11
from 100-290 mgl Fluoride and Nitrate are within permissible limits (15 mgL amp45 mgL respectively) in all the samplesIn a survey carried out by UP Jal Nigam for arsenic in ground water in 8blocks of the district namely ndash Dadrol Jaitipur Jalalabad Katra Khutar MirzapurSindhauli and Tilhar arsenic has been detected in GW samples from all these blockswith some of the samples from 7 blocks having arsenic concentrations above 10 ppb(Table-12)Table-12 Summary of Survey Carried out by UP Jal Nigam for Arsenic in GW
Source Report on rsquoArsenic Toxicity in GW of UPrsquo by State Water Resource Agency Government of UP compiling results of UPJal Nigam survey
442 Quality of Ground Water in Deeper AquifersExploratory drilling in the district has revealed that the formation water isgenerally fresh in the deeper aquifers except at Imaliya in the southern part of thedistrict where it has been inferred as brackish in the aquifer occurring below 325m(CGWB 2012)45 Status of Ground Water DevelopmentAbout 80 area of the district is under agricultural use with paddy andwheat grown on large scale Net irrigated area is about 92 of the net sown area ofwhich 97 contribution comes from ground water Although there is fairly strongcanal network in the district irrigation is mainly ground water dependentthroughout the district (Table-3 amp 13) This is due to easy access to ground water aswater levels are not deep and ground water is directly under control of individualfarmer user
Table 13 Block-wise status of sources of irrigation in Shahjahanpur districtBlock Canallength(km) Govttube-well(No)Perma-nentwells(No)
Source website updesupnicin (Statistical Diary-2012 Table-23 Figures for 2010-11)Drinking water requirement of the district is met by UP Jal Nigam throughtubewells (Piped Water Supply Scheme) and India Mark II hand pumps As per UP JalNigam figures for 2011-12 2080 villages have India Mark II hand pumps benefitinga population of 1939404 There are 6 nos rural Piped Water Supply Schemes with 8tubewells catering to 7 villages in Kalan Banda Nigohi and Jalalabad blocks (source
office of Executive Engineer UPJN) In urban areas water supply is through 2666 HPsin 10 towns (Kanth Allahganj Khutar Powayan Tilhar Khudaganj Katra JalalabadShahjahanpur and Roza) and 45 TWs in 9 towns (all the above towns except Roza)catering to currently assessed population of 614750 (Source as above) Out of theabove 28 TWs and 1375 HPs are located in Shahjahanpur City alone46 Dynamic Ground Water Resources (as on 3132009)As per estimation of dynamic (12eplenishable) ground water resource ofShahjahanpur district (as on 3132009) all the blocks have been categorized aslsquoSafersquo (Plate-V Appendix-II) Keeping provision for future domestic and industrialrequirements availability of ground water for future irrigation development comesto 3514698 ham Summary of Dynamic GW Resource for the district is presented inTable-14
Table-14 Dynamic GW Resource Shahjahanpur district UP (as on 3132009)Net annual
The foregoing description of ground water scenario does not indicate any major
ground water problem in the district However following issues may require timely
attention in view of their potential adverse impact
51 Water Level Decline in Urban AreaAs indicated under Section 45 (Table-11) the only monitoring well showingconsiderable long term decline (69cmyr and 49cmyr during pre- and post-monsoon respectively) exists in Shahjahanpur City suggesting that ground water isunder stress mainly in the urban area52 Arsenic in Ground WaterSurvey by UP Jal Nigam in 8 blocks of the district has revealed presence ofarsenic in ground water above 10 ppb in 7 blocks namely - Dadrol JaitipurJalalabad Katra Khutar Sindhauli and Tilhar (Section 441 Table-12) Howeverarsenic concentrations above 50ppb have been observed only in 3 samples out oftotal 11936 GROUND WATER MANAGEMENT STRATEGY
61 Management of Ground Water DevelopmentThe present level of ground water development is 7527 in the districtleaving net ground water availability for future irrigation development as3514698ham All the 15 blocks have been categorized as lsquoSafersquo Average pre-monsoon water levels in all the blocks are shallower than 6mbgl Hence additionalirrigation potential can be judiciously exploited in all the blocks62 Ground Water Management in Urban areaDeclining water level trend in Shahjahanpur City requires timely attentionEmphasis is to be given to Roof Top Rain Water Harvesting (RTRWH) in buildingshouses industrial premises In this direction government should take initiatives forinstallation of RTRWH mechanisms in government buildings Campaigns to makepeople aware of the situation and to encourage them to use ground waterjudiciously as well as to take up RTRWH should be undertaken Efforts should bemade minimize transmission conveyance losses
14
63 Demarcation of Arsenic Affected AreaTill now only 8 blocks have been taken up by UP Jal Nigam for survey ofarsenic in ground water which has revealed presence of arsenic above 10ppb in 7blocks and above 50ppb only in 3 samples (out of total 1193) Further studies maybe taken up where arsenic above 50ppb has been found Other parts of the districtare also to be covered to demarcate the extent and magnitude of problem7 AWARENESS AND TRAINING ACTIVITYNo Mass Awareness Programme or Water Management Training Programmehas been organized by CGWB in Shahjahanpur district8 AREA NOTIFIED BY CGWANo area block of Shahjahanpur district has been notified by CGWA9 RECOMMENDATIONS
Management of Ground Water in Urban Area (Shahjahanpur City) Emphasis is to be given to Roof Top Rain Water Harvesting (RTRWH)in buildings houses industrial premises Government should take initiatives for installation of RTRWHmechanisms in government buildings Campaigns to make people aware of the situation and to encouragethem to use ground water judiciously as well as to take up RTRWH should beundertaken Efforts should be made minimize transmission losses
Arsenic in ground water Extent of the problem of arsenic in ground water should bedemarcated and its magnitude be ascertained
BIBLIOGRAPHY REFERENCE
CGWB 1997 Delineation of Deep Fresh Water Artesian Aquifers in GangaBasin by Singh BK Chandra PC and Srivastava MM CGWB Unpub ReportManuscript
CGWB 2000 Hydrogeology and Ground Water Potential ShahjahanpurDistrict CGWB Unpub Report
15
Singh OP and Nambiar KV 1993 Quaternary Geology and Geomrphologyof a part of Ganga Basin in Districts Badaun and Shahjahanpur Uttar PradeshGSI Unpub Report
Khan AU and Rawat BP 1993 Quaternary Geology and Geomorphology ofa part of Ganga Basin in parts of Bareilly Badaun Shahjahanpur and Pillibhitdistrict Uttar Pradesh GSI Unpub Report Srivastava AB and Gairola BM 1994 Quaternary Geology andGeomorphology of parts of Shahjahanpur Bareilly Pillibhit amp LakhimpurKheri districts Uttar Pradesh GSI Unpub Report Arsenic Toxicity in Ground Water of Uttar Pradesh - Technical Report ofSWaRA Government of UP District Sankhyiki Patrika available on website updesupnicin (UP Directorateof Economics amp Statistics) UP Jal Nigam website wwwupjnorg
Census India web site wwwcensusindiagovin
CGWB 2012 State Geophysical Report of Uttar Pradesh CGWB Unpub Report Brief Industrial Profile of Shahjahanpur District UP by MSME DevelopmentInstitute Kanpur Ministry of Micro Small amp Medium Enterprise Governmentof India (available on httpdcmsmegovindipsDIP20Shahjahanpurr20VK 20Bhatt20AD20EIpdf
16
17
18
19
20
21
APPENDIX-I
SlNo
LOCATION Block TYPE OFWELL
DEPTHDRILLED
(mbgl)
DEPTHCONS-
TRUCTED(mbgl)
AQUIFER ZONES TAPPED (mbgl) STATICWATERLEVEL(mbgl)
Total District 14863450 10681538 506788 11188326 667214 3514698 7527
1
UTTAR PRADESH
Shahjahanpur District
1 INTRODUCTION11 Location Extent and PopulationSituated in the west-central partof Uttar Pradesh (Fig 1) lying betweenlatitude 27deg27N and 28deg28N andlongitude 79deg19E and 80deg23EShahjahanpur district covers 4575SqKm geographical area It was carvedout as separate district from Bareillydistrict in 1813 and is bounded in thenorthwest by Pilibhit district and in theeast and southeast by Kheri and Hardoidistricts respectively To the south liesFarrukhabad district separated byriver Ganga and to the west Bareilly and Budaun districtsAs per provisional figures of 2011 census (source Census of India web
site) total Population of the district is 3002376 with density of population 684soulsper SqKm and rural population constitutes 8030 (2410968 nos) of the totalpopulation The decadal population growth from 2001 is 2180 (1254 in urbanareas and 2431 in rural areas)12 Administrative SetupThe district is administratively divided into 4 tehsils and15 developmentblocks (Plate-I Table 1) with 124 Nyay Panchayats and 922 Gram Panchayats Theurban sector has 3 Nagar Palika Parishads (Shahjahanpur Tilhar and Jalalabad) and7 town areas with Nagar Panchayats (Katra Powayan Kanth Khutar AllahganjKhudaganj and Railway Settlement Roza) Total number of villages is 2331 out ofwhich 2080 are inhabited and 251 uninhabited
Table 1 Administrative Set-up Shahjahanpur District UP
Source website updesupnicin (Statistical Diary-2012 Table-55 Figures for 2011-12)
13 Agriculture Irrigation and Crops
131 AgricultureBestowed with fertile soil and having good irrigation facilities about 80area of the district is under agricultural use Net sown area ranges from 7396 inDadrol to 8513 in Nigohi block (Table-2 Fig 2) Net irrigated area is 322212 hawhich forms about 92 of the net sown area (350183 ha) Gross irrigated area is536968 haTable-2 Block-wise Land Use in Shahjahanpur District UP (All Areas in ha)
includes area of forest barren cultivable waste present fallow land other fallow land barren uncultivable land land put to non-agriculture use pastures and area under bush forest amp garden
3
132 Irrigation
Contributing about 97 of the net irrigated area ground water is the major source
of irrigation in the district ranging from 9414 in Tilhar block to 9940 in Madanapur
block (Table-3 Fig 3) The canal network runs through 892 km in the district
Table 3 Block-wise Net Area Irrigated by different sources in Shahjahanpur District UP
Block Netirrigatedarea (Ha)
Different Irrigation Source (Net IrrigatedArea in Ha)
Fig 2 Block-wise land use in Shahjahanpur district
4
There are two main canal branches passing through the district ndash ShahjahanpurBranch and Nigohi Branch Salient features about these are given in Table-4Table 4 Salient Features of Canal Branches in Shahjahanpur District UP
Canal Distribution Length DesignedDischarge
CCAShahjahanpur Branch Starts from right bank of Apsarariver (Kolaria Head) in Bhadpurablock of Bareilly district entersinto Shahajahnpur district fromKatra block and passes throughJaitipur Tihar Dadraul Jalalabadand Kanth blocks before enteringinto Hardoi district
11032 km 1219 cusec 136988ha
Nigohi Branch Originates from left bank ofSharda Main Canal in Barkherablock of Pilibhit district andpasses through Nigohi andBhawal Khera blocks ofShahjahanpur district95660 Km 600 cusec 73925ha
Source Executive Engineer Irrigation Department Shahjahanpur
133 CropsWheat is grown in the maximum area of the district followed by ricePrincipal Kharif crops are paddy millet maize and jwar and Rabi crops - wheatgram barley pulses and oil seeds Other crops of minor importance are sugarcanepotato cotton etc Cropping pattern is given in Table-5
Fig 3 Block-wise Net Area Irrigated by Different Sources Shahjahanpur District UP
5
Table 5 Cropping Pattern in District Shahjahanpur UP (2010-11)
Source website updesupnicin (Statistical Diary-2012 Table-19 Figures for 2010-11)
14 IndustriesThere are 3 major Industrial Estates Areas in the district namely ndash RozaTilhar and Powayan A few large-scale industries Public Sector Undertakings andMedium Scale Enterprise exist in the district (Table-6) Major exportable itemsproduced in the district are carpet and durriesTable-6 Main Industries in Shahjahanpur District
Scale of Industry IndustryLarge ScaleIndustries PublicSector Undertakings Ordinance Clothing Factory Shahjahanpur K R Pulp amp Paper Ltd Jamaur Shahjahnpur Bajaj Hindustan Ltd Maksudpur Powyana Shahjahnpur Dalmia Chini Mills Nigohi Kribhco Shyam Fertilizers Ltd Pipraula Shahjahanpur Roza Power Plant Roza ShahjahanpurMedium ScaleEnterprises Roza Sugar Works Roza United Spirit Ltd (Distillary) Roza Shahjahnpur Formula tent Mardorcel amp Co Ltd
Source Brief Industrial Profile of Shahjahanpur District UP by MSME Development Institute Kanpur Ministry of Micro Small ampMedium Enterprise Government of IndiaIn addition there are number of micro and small enterprises most of whichare agro based Some other such units are ready-made garments and embroiderywood wooden based furnitures paper amp paper products leather basedchemicalchemical based rubber plastic amp petro based metal based (SteelFabrication) Soda water cotton textile etc
2 CLIMATE AND RAINFALLWith hot and dry summers humid monsoon season and dry winters thedistrict comes under sub-tropical sub-humid climate zone There are 5 meterologicalstations of IMD in the district The temperature varies from 85 to 2860C in wintersand 2140C to 4050C in summers However during cold-waves the temperature may
go down to freezing point whereas extreme heat wave at times can cause the temperature
to go up to as high as 46degC May is the hottest month of the year and January the
6
coldest with mean daily maximum temperature during the former being 4050C andthat in latter 2190C The mean daily minimum temperatures during these monthsare 2530C and 850C respectively The normal annual rainfall (1901-70) averagedover 5 raingauge stations existing in the district is 10467mm The southwestmonsoon is active from mid or mid June to September with maximum rainfall(~87) taking place during this period August being the wettest month There isaverage 45 rainy days (days with rainfall of 25 mm or more) in a year Averagehumidity remains considerably high from July to September (745 - 805) and ishighest during the month of August3 DRAINAGE SOIL GEOMORPHOLOGY amp GEOLOGY
31 Drainage amp SoilRamganga river which flows NNW-SSE in the western part of the districtforms the principal drainage Southwestern periphery is drained by the river GangaOther important rivers are Garra Khannaut Bahgul Jokhal and Kathana River Garradivides the district into almost equal halvesSoils in the district are deep and well drained with loamy surface In thenortheastern part the soils are mainly fine silty to coarse loamy whereas insouthwestern part they are mainly fine to coarse loamy and calcareous (based onSoil Map published by NBSS amp LUP)32 GeomorphologyShahjahanpur district forms part of Central Ganga Plains in the upper GangaBasin exhibiting monotonous flat topography with master slope towards south andsoutheast Northern part of the district merges imperceptibly into Terai marked bythick forests and marshy lands Ground elevation generally ranges from 148-172masl The area can be divided into two broad geomorphic units (Srivastava ampGairola 1993) an upland ndash the Varanasi Older Alluvium (VOA) Plain (Bhangersurface) and the low land ndash the flood plain (Khadar surface) The former is the oldestgeomorphic unit covering major part of the area occupying interfluve zones abovethe general flood level of different rivers The elevation of Varanasi Older AlluviumPlain which in most part has homogenous flattish topography varies from 159 to172mamsl with general southward slope The surface hosts a number ofpalaeochannels and tals Based on lithology the plain can be subdivided into sandy
7
and silty-clayey surfaces The Khadar surface (low land) can be further subdividedinto Older Flood Plains of Ganga Ramganga Garra Gomati Khannaut KatniBahhul Dojara rivers and Active Flood Plains of these rivers In major part thereare two levels of Terrace in Older Flood Plains The higher level Terrace is anerosional surface over the Varanasi Older Alluvium whereas the lower levelTerraces is made up of Terrace Alluvium33 GeologyThe district is underlain by thick pile of Quaternary alluvial depositsdeposited over Siwalik Supergroup which in turn overlies Vindhyan SupergroupunconformablyThe Newer Alluvium occurs along the courses of major streams formingwedge shaped cover The formation consists of fine to medium sand silt with thinclay lenses Terrace Alluvium of different rivers exhibits different characteristics InRamganga basin it is alternate sequence of fine sand and medium grey micaceoussand in Garra river thin khaki silty clay alternating with thick fine medium grainedgrey micaceous sand whereas in Ganga the top layer of Terrace Alluvium is ofblackish clay siltThe Older Alluvium is a thick polycyclic fining upward sequence of oxidizedsilt clay and sand with subordinate kankar concretions Bore well data of ONGCwells at Tilhar Shahjahanpur and Puranpur (adjoining Pilibhit district) (compiledand discussed in CGWB 1997) suggests that this alluvium is 400-590m thick andrests over upper SiwalikSedimentation of Varanasi older alluvium possibly began during MiddlePleistocene in the basin formed over the Siwalik Super group with the risingHimalaya due to post Upper Siwalik upliftment of Himalaya (Singh amp Nambiar1993) The advent of Holocene heralded the change of climate from cold arid towarm humid which brought about the next cycle of sedimentation represented byTerrace Alluvium This is also the period of formation of wide erosional terraces Thedeposition of third generation of quaternary sedimentation is still on andrepresented by point bar and channel bar deposits of recent alluviumThe basement for Quaternary sediments is not exposed in the districtBasement rocks in the area are concealed under thick pile of Quaternary sedimentsAs per the bore well data of deep boreholes drilled by ONGC at Tilhar Shahjahanpur
8
and Puranpur (adjoining Pilibhit district) in Puranpur depression of Ganga Basinthe Upper Siwaliks (US) consisting of sand sandstone and clay claystone form theconcealed basement for Quaternary sediments (CGWB 1997) The lithologicaldistinction between VOA and Siwalik sediments however is not very perceptibleand the hiatus between the two entities is also not reflected in ONGC lithologs TheSiwalik Supergroup comprising of Upper Siwalik (US) Middle Siwalik (MS) andLower Siwalik (LS) in turn rests unconformably over northern sloping basement ofVindhyan Supergroup encountered in Shahjahanpur and Puranpur bore wells at1839m and 3120m respectively At Puranpur an additional unit of sedimentaries ofabout 52m thickness comprising of ferruginous oolitic rock laterite and clay alsooccurs between Siwalik and Vindhyan Supergroup In the bore well at Tilhar drilledup to 2226m and terminating within Mesozoic Lower Siwalik is absent and MiddleSiwalik Mesozoic boundary is represented by unconformity at 1698m (CGWBopcit) Based on seismological surveys bottom of Lower Siwaliks at PawayanDeokali (Banda block) Miranpur Katra and Banda has been inferred at 1604 30231642 and 2191m respectively (CGWB opcit)Generalized stratigraphic sequence is given in Table-7Table ndash7 Generalized Stratigraphic Sequence in and around Shahjahanpur District UP
Age Geologi-cal Units
Lithology Geomorphological Units LandformsHolocene NewerAlluvium Recent Alluvium (thickness 5-7m) - fluvial sediments fine tomedium loose micaceous sandwith minor siltActive Flood Plains ofGanga Ramganga GomtiGarra Khannaut BeghulDojara rivers
Point bar channelbar lateral barsandy flatsTerrace Alluvium (thickness 2-8m) ndash cyclic sequence of grey tolight khaki coloured silt clay andmicaceous sand thinly lami-nated occasionally oxidizedOlder Flood Plains ofrespective rivers presenton both thebanks as linearterraces
Abandonedchannelscut off meanderssandy flatsDisconformityMiddle toUpperPliestocene VaranasiOlderAlluvium(VOA)400 to ~600m thick multiplepolycyclic fining upwardsequence of oxidized silt clay andsand with subordinatekankar concretions at depth
Varanasi Older AlluvialPlain ndash the oldest unitcovering the highest level Sandy surface -Sand moundsridges amp flatsSilt-clay surface -PalaeochannelsTalsDisconformityTertiary SiwalikSupergroup (USMS amp LS)gt1100 to ~ 2700m thicksequence of sand sandstone andclay claystone (siltstone is alsopresent at Tilhar)
Not exposed in the area~~~~~~~~~~~~~~~~~~~~~~~~ Unconformity~~~~~~~~~~~~~~~~~~~~~~~~Pre Tertiary Basement rocks belonging to MesozoicPrecambrian Vindhyan Supergroup Not exposed in the area
41 HydrogeologyCentral Ground Water Board has carried out exploratory drilling in thedistrict up to the maximum depth of 456m ie mainly within older alluvium A totalof 10 exploratory wells and 1 slim hole have been drilled in the district so farLithological units are composed mainly of fine to medium and coarse sand gravelclay and kankar with sand being the dominant component Kankar is generallyassociated with clay capping (3-5m or more in thickness) existing all over the areaClay generally occurs in lenticular form in the upper parts and attains regionalcharacter at deeper levels Perusal of electrical logs of the wells apparently suggeststhat 4 aquifer groups exist at individual sites with top and bottom of individualaquifer group varying widely (CGWB 2012) However on the basis of fence diagramconstructed with the help of lithologs of different wells exhibiting disposition ofdifferent aquifers three aquifer groups separated by fairly thick clay beds can beidentified in the district down to the maximum explored depth (Table-8) Aconspicuous surface silty clay capping having 3-5m thickness or more also existsalmost over entire district Decreasing resistivity values may point to decreasinggranularity with depthTable-8 Summary of Aquifer Groups in Shahjahanpur District UP
(after CGWB 2006)
AquiferGroup
Average DepthDepth Range
Resistivity(Ohm-m)
RemarksI Ground level to 140-170m 50-60 Quality of water goodII 140 170-325 30-40 Quality of water goodIII Below 325 20-30 Quality of water good except in the deeperaquifer at Imaliya in the southern partwhere it is brackishGround water in shallow aquifer occurs under unconfined condition and istapped by dug wells and shallow borewells Tubewells drilled by State Governmentgenerally tap 30-40m thickness in this aquifer in the depth range of 70-130m withdischarge of 2400 to 3600 lpm (CGWB 2006) In deeper aquifers ground wateroccurs under semi-confined to confined conditions Exploratory wells drilled byCGWB tapping shallow or collectively shallow and deep aquifers have yields rangingfrom 1483-2074 lpm whereas the well tapping only second aquifer has yielded 904lpm (Tablemdash9 Appendix-I) Hydrogeological map of the district is presented inPlate-II
10
Table-9 Exploratory Drilling by CGWB in Shahjahanpur district UP(Summarized results in Appendix-)
Numberof EW
DepthRange(mbgl)
Yields(lpm)
Draw-downs (m)
Transmissivity(m2day)
Storativity
10 240-456 904 ndash 2074 242 ndash 2292 164 ndash 2010 3x10-342 Depth to Water LevelAs per data of Ground Water Monitoring Stations of CGWB and GWD UP for2012 water levels in the district range from 260 to 917 mbgl during pre-monsoonwith majority of wells falling between 3-7 mbgl During post-monsoon water levelsrange from 082 to 845 mbgl with large number of wells having water levelsbetween 2-5 mbgl Depth to water level contours for pre- and post-monsoon 2012are presented in Plate-III amp IV respectively43 Long-term Water Level TrendMajority of the CGWB monitoring wells analysed show declining water leveltrends for the period 2003-12 with range of decline 006-069 myr during pre-monsoon and 006-049 myr during post-monsoon (Table-11) Rising trends havealso been observed Maximum decline has been observed at Shahjahanpur bothduring pre-monsoon (069 myr) and post-monsoon (049 myr) which might beindicative of stress on ground water in urban area
Table-11 Summary of Long-term (2003-12) WL Trends in Shahjahanpur District
441 Quality of Ground Water in Phreatic AquiferCentral Ground water Board monitors ground water quality of phreaticaquifer through analysis of samples collected once a year (one sample from eachblock) Ground Water samples collected during 2011 show Electrical Conductivity
(EC) in the range of 335-750 micro-Siemenscm indicating that ground water is fresh inthe district Variation in EC over the area is illustrated through EC contours onHydrogeological Map of the district (ie Plate-II) Total hardness (as CaCo3) ranges
11
from 100-290 mgl Fluoride and Nitrate are within permissible limits (15 mgL amp45 mgL respectively) in all the samplesIn a survey carried out by UP Jal Nigam for arsenic in ground water in 8blocks of the district namely ndash Dadrol Jaitipur Jalalabad Katra Khutar MirzapurSindhauli and Tilhar arsenic has been detected in GW samples from all these blockswith some of the samples from 7 blocks having arsenic concentrations above 10 ppb(Table-12)Table-12 Summary of Survey Carried out by UP Jal Nigam for Arsenic in GW
Source Report on rsquoArsenic Toxicity in GW of UPrsquo by State Water Resource Agency Government of UP compiling results of UPJal Nigam survey
442 Quality of Ground Water in Deeper AquifersExploratory drilling in the district has revealed that the formation water isgenerally fresh in the deeper aquifers except at Imaliya in the southern part of thedistrict where it has been inferred as brackish in the aquifer occurring below 325m(CGWB 2012)45 Status of Ground Water DevelopmentAbout 80 area of the district is under agricultural use with paddy andwheat grown on large scale Net irrigated area is about 92 of the net sown area ofwhich 97 contribution comes from ground water Although there is fairly strongcanal network in the district irrigation is mainly ground water dependentthroughout the district (Table-3 amp 13) This is due to easy access to ground water aswater levels are not deep and ground water is directly under control of individualfarmer user
Table 13 Block-wise status of sources of irrigation in Shahjahanpur districtBlock Canallength(km) Govttube-well(No)Perma-nentwells(No)
Source website updesupnicin (Statistical Diary-2012 Table-23 Figures for 2010-11)Drinking water requirement of the district is met by UP Jal Nigam throughtubewells (Piped Water Supply Scheme) and India Mark II hand pumps As per UP JalNigam figures for 2011-12 2080 villages have India Mark II hand pumps benefitinga population of 1939404 There are 6 nos rural Piped Water Supply Schemes with 8tubewells catering to 7 villages in Kalan Banda Nigohi and Jalalabad blocks (source
office of Executive Engineer UPJN) In urban areas water supply is through 2666 HPsin 10 towns (Kanth Allahganj Khutar Powayan Tilhar Khudaganj Katra JalalabadShahjahanpur and Roza) and 45 TWs in 9 towns (all the above towns except Roza)catering to currently assessed population of 614750 (Source as above) Out of theabove 28 TWs and 1375 HPs are located in Shahjahanpur City alone46 Dynamic Ground Water Resources (as on 3132009)As per estimation of dynamic (12eplenishable) ground water resource ofShahjahanpur district (as on 3132009) all the blocks have been categorized aslsquoSafersquo (Plate-V Appendix-II) Keeping provision for future domestic and industrialrequirements availability of ground water for future irrigation development comesto 3514698 ham Summary of Dynamic GW Resource for the district is presented inTable-14
Table-14 Dynamic GW Resource Shahjahanpur district UP (as on 3132009)Net annual
The foregoing description of ground water scenario does not indicate any major
ground water problem in the district However following issues may require timely
attention in view of their potential adverse impact
51 Water Level Decline in Urban AreaAs indicated under Section 45 (Table-11) the only monitoring well showingconsiderable long term decline (69cmyr and 49cmyr during pre- and post-monsoon respectively) exists in Shahjahanpur City suggesting that ground water isunder stress mainly in the urban area52 Arsenic in Ground WaterSurvey by UP Jal Nigam in 8 blocks of the district has revealed presence ofarsenic in ground water above 10 ppb in 7 blocks namely - Dadrol JaitipurJalalabad Katra Khutar Sindhauli and Tilhar (Section 441 Table-12) Howeverarsenic concentrations above 50ppb have been observed only in 3 samples out oftotal 11936 GROUND WATER MANAGEMENT STRATEGY
61 Management of Ground Water DevelopmentThe present level of ground water development is 7527 in the districtleaving net ground water availability for future irrigation development as3514698ham All the 15 blocks have been categorized as lsquoSafersquo Average pre-monsoon water levels in all the blocks are shallower than 6mbgl Hence additionalirrigation potential can be judiciously exploited in all the blocks62 Ground Water Management in Urban areaDeclining water level trend in Shahjahanpur City requires timely attentionEmphasis is to be given to Roof Top Rain Water Harvesting (RTRWH) in buildingshouses industrial premises In this direction government should take initiatives forinstallation of RTRWH mechanisms in government buildings Campaigns to makepeople aware of the situation and to encourage them to use ground waterjudiciously as well as to take up RTRWH should be undertaken Efforts should bemade minimize transmission conveyance losses
14
63 Demarcation of Arsenic Affected AreaTill now only 8 blocks have been taken up by UP Jal Nigam for survey ofarsenic in ground water which has revealed presence of arsenic above 10ppb in 7blocks and above 50ppb only in 3 samples (out of total 1193) Further studies maybe taken up where arsenic above 50ppb has been found Other parts of the districtare also to be covered to demarcate the extent and magnitude of problem7 AWARENESS AND TRAINING ACTIVITYNo Mass Awareness Programme or Water Management Training Programmehas been organized by CGWB in Shahjahanpur district8 AREA NOTIFIED BY CGWANo area block of Shahjahanpur district has been notified by CGWA9 RECOMMENDATIONS
Management of Ground Water in Urban Area (Shahjahanpur City) Emphasis is to be given to Roof Top Rain Water Harvesting (RTRWH)in buildings houses industrial premises Government should take initiatives for installation of RTRWHmechanisms in government buildings Campaigns to make people aware of the situation and to encouragethem to use ground water judiciously as well as to take up RTRWH should beundertaken Efforts should be made minimize transmission losses
Arsenic in ground water Extent of the problem of arsenic in ground water should bedemarcated and its magnitude be ascertained
BIBLIOGRAPHY REFERENCE
CGWB 1997 Delineation of Deep Fresh Water Artesian Aquifers in GangaBasin by Singh BK Chandra PC and Srivastava MM CGWB Unpub ReportManuscript
CGWB 2000 Hydrogeology and Ground Water Potential ShahjahanpurDistrict CGWB Unpub Report
15
Singh OP and Nambiar KV 1993 Quaternary Geology and Geomrphologyof a part of Ganga Basin in Districts Badaun and Shahjahanpur Uttar PradeshGSI Unpub Report
Khan AU and Rawat BP 1993 Quaternary Geology and Geomorphology ofa part of Ganga Basin in parts of Bareilly Badaun Shahjahanpur and Pillibhitdistrict Uttar Pradesh GSI Unpub Report Srivastava AB and Gairola BM 1994 Quaternary Geology andGeomorphology of parts of Shahjahanpur Bareilly Pillibhit amp LakhimpurKheri districts Uttar Pradesh GSI Unpub Report Arsenic Toxicity in Ground Water of Uttar Pradesh - Technical Report ofSWaRA Government of UP District Sankhyiki Patrika available on website updesupnicin (UP Directorateof Economics amp Statistics) UP Jal Nigam website wwwupjnorg
Census India web site wwwcensusindiagovin
CGWB 2012 State Geophysical Report of Uttar Pradesh CGWB Unpub Report Brief Industrial Profile of Shahjahanpur District UP by MSME DevelopmentInstitute Kanpur Ministry of Micro Small amp Medium Enterprise Governmentof India (available on httpdcmsmegovindipsDIP20Shahjahanpurr20VK 20Bhatt20AD20EIpdf
16
17
18
19
20
21
APPENDIX-I
SlNo
LOCATION Block TYPE OFWELL
DEPTHDRILLED
(mbgl)
DEPTHCONS-
TRUCTED(mbgl)
AQUIFER ZONES TAPPED (mbgl) STATICWATERLEVEL(mbgl)
Source website updesupnicin (Statistical Diary-2012 Table-55 Figures for 2011-12)
13 Agriculture Irrigation and Crops
131 AgricultureBestowed with fertile soil and having good irrigation facilities about 80area of the district is under agricultural use Net sown area ranges from 7396 inDadrol to 8513 in Nigohi block (Table-2 Fig 2) Net irrigated area is 322212 hawhich forms about 92 of the net sown area (350183 ha) Gross irrigated area is536968 haTable-2 Block-wise Land Use in Shahjahanpur District UP (All Areas in ha)
includes area of forest barren cultivable waste present fallow land other fallow land barren uncultivable land land put to non-agriculture use pastures and area under bush forest amp garden
3
132 Irrigation
Contributing about 97 of the net irrigated area ground water is the major source
of irrigation in the district ranging from 9414 in Tilhar block to 9940 in Madanapur
block (Table-3 Fig 3) The canal network runs through 892 km in the district
Table 3 Block-wise Net Area Irrigated by different sources in Shahjahanpur District UP
Block Netirrigatedarea (Ha)
Different Irrigation Source (Net IrrigatedArea in Ha)
Fig 2 Block-wise land use in Shahjahanpur district
4
There are two main canal branches passing through the district ndash ShahjahanpurBranch and Nigohi Branch Salient features about these are given in Table-4Table 4 Salient Features of Canal Branches in Shahjahanpur District UP
Canal Distribution Length DesignedDischarge
CCAShahjahanpur Branch Starts from right bank of Apsarariver (Kolaria Head) in Bhadpurablock of Bareilly district entersinto Shahajahnpur district fromKatra block and passes throughJaitipur Tihar Dadraul Jalalabadand Kanth blocks before enteringinto Hardoi district
11032 km 1219 cusec 136988ha
Nigohi Branch Originates from left bank ofSharda Main Canal in Barkherablock of Pilibhit district andpasses through Nigohi andBhawal Khera blocks ofShahjahanpur district95660 Km 600 cusec 73925ha
Source Executive Engineer Irrigation Department Shahjahanpur
133 CropsWheat is grown in the maximum area of the district followed by ricePrincipal Kharif crops are paddy millet maize and jwar and Rabi crops - wheatgram barley pulses and oil seeds Other crops of minor importance are sugarcanepotato cotton etc Cropping pattern is given in Table-5
Fig 3 Block-wise Net Area Irrigated by Different Sources Shahjahanpur District UP
5
Table 5 Cropping Pattern in District Shahjahanpur UP (2010-11)
Source website updesupnicin (Statistical Diary-2012 Table-19 Figures for 2010-11)
14 IndustriesThere are 3 major Industrial Estates Areas in the district namely ndash RozaTilhar and Powayan A few large-scale industries Public Sector Undertakings andMedium Scale Enterprise exist in the district (Table-6) Major exportable itemsproduced in the district are carpet and durriesTable-6 Main Industries in Shahjahanpur District
Scale of Industry IndustryLarge ScaleIndustries PublicSector Undertakings Ordinance Clothing Factory Shahjahanpur K R Pulp amp Paper Ltd Jamaur Shahjahnpur Bajaj Hindustan Ltd Maksudpur Powyana Shahjahnpur Dalmia Chini Mills Nigohi Kribhco Shyam Fertilizers Ltd Pipraula Shahjahanpur Roza Power Plant Roza ShahjahanpurMedium ScaleEnterprises Roza Sugar Works Roza United Spirit Ltd (Distillary) Roza Shahjahnpur Formula tent Mardorcel amp Co Ltd
Source Brief Industrial Profile of Shahjahanpur District UP by MSME Development Institute Kanpur Ministry of Micro Small ampMedium Enterprise Government of IndiaIn addition there are number of micro and small enterprises most of whichare agro based Some other such units are ready-made garments and embroiderywood wooden based furnitures paper amp paper products leather basedchemicalchemical based rubber plastic amp petro based metal based (SteelFabrication) Soda water cotton textile etc
2 CLIMATE AND RAINFALLWith hot and dry summers humid monsoon season and dry winters thedistrict comes under sub-tropical sub-humid climate zone There are 5 meterologicalstations of IMD in the district The temperature varies from 85 to 2860C in wintersand 2140C to 4050C in summers However during cold-waves the temperature may
go down to freezing point whereas extreme heat wave at times can cause the temperature
to go up to as high as 46degC May is the hottest month of the year and January the
6
coldest with mean daily maximum temperature during the former being 4050C andthat in latter 2190C The mean daily minimum temperatures during these monthsare 2530C and 850C respectively The normal annual rainfall (1901-70) averagedover 5 raingauge stations existing in the district is 10467mm The southwestmonsoon is active from mid or mid June to September with maximum rainfall(~87) taking place during this period August being the wettest month There isaverage 45 rainy days (days with rainfall of 25 mm or more) in a year Averagehumidity remains considerably high from July to September (745 - 805) and ishighest during the month of August3 DRAINAGE SOIL GEOMORPHOLOGY amp GEOLOGY
31 Drainage amp SoilRamganga river which flows NNW-SSE in the western part of the districtforms the principal drainage Southwestern periphery is drained by the river GangaOther important rivers are Garra Khannaut Bahgul Jokhal and Kathana River Garradivides the district into almost equal halvesSoils in the district are deep and well drained with loamy surface In thenortheastern part the soils are mainly fine silty to coarse loamy whereas insouthwestern part they are mainly fine to coarse loamy and calcareous (based onSoil Map published by NBSS amp LUP)32 GeomorphologyShahjahanpur district forms part of Central Ganga Plains in the upper GangaBasin exhibiting monotonous flat topography with master slope towards south andsoutheast Northern part of the district merges imperceptibly into Terai marked bythick forests and marshy lands Ground elevation generally ranges from 148-172masl The area can be divided into two broad geomorphic units (Srivastava ampGairola 1993) an upland ndash the Varanasi Older Alluvium (VOA) Plain (Bhangersurface) and the low land ndash the flood plain (Khadar surface) The former is the oldestgeomorphic unit covering major part of the area occupying interfluve zones abovethe general flood level of different rivers The elevation of Varanasi Older AlluviumPlain which in most part has homogenous flattish topography varies from 159 to172mamsl with general southward slope The surface hosts a number ofpalaeochannels and tals Based on lithology the plain can be subdivided into sandy
7
and silty-clayey surfaces The Khadar surface (low land) can be further subdividedinto Older Flood Plains of Ganga Ramganga Garra Gomati Khannaut KatniBahhul Dojara rivers and Active Flood Plains of these rivers In major part thereare two levels of Terrace in Older Flood Plains The higher level Terrace is anerosional surface over the Varanasi Older Alluvium whereas the lower levelTerraces is made up of Terrace Alluvium33 GeologyThe district is underlain by thick pile of Quaternary alluvial depositsdeposited over Siwalik Supergroup which in turn overlies Vindhyan SupergroupunconformablyThe Newer Alluvium occurs along the courses of major streams formingwedge shaped cover The formation consists of fine to medium sand silt with thinclay lenses Terrace Alluvium of different rivers exhibits different characteristics InRamganga basin it is alternate sequence of fine sand and medium grey micaceoussand in Garra river thin khaki silty clay alternating with thick fine medium grainedgrey micaceous sand whereas in Ganga the top layer of Terrace Alluvium is ofblackish clay siltThe Older Alluvium is a thick polycyclic fining upward sequence of oxidizedsilt clay and sand with subordinate kankar concretions Bore well data of ONGCwells at Tilhar Shahjahanpur and Puranpur (adjoining Pilibhit district) (compiledand discussed in CGWB 1997) suggests that this alluvium is 400-590m thick andrests over upper SiwalikSedimentation of Varanasi older alluvium possibly began during MiddlePleistocene in the basin formed over the Siwalik Super group with the risingHimalaya due to post Upper Siwalik upliftment of Himalaya (Singh amp Nambiar1993) The advent of Holocene heralded the change of climate from cold arid towarm humid which brought about the next cycle of sedimentation represented byTerrace Alluvium This is also the period of formation of wide erosional terraces Thedeposition of third generation of quaternary sedimentation is still on andrepresented by point bar and channel bar deposits of recent alluviumThe basement for Quaternary sediments is not exposed in the districtBasement rocks in the area are concealed under thick pile of Quaternary sedimentsAs per the bore well data of deep boreholes drilled by ONGC at Tilhar Shahjahanpur
8
and Puranpur (adjoining Pilibhit district) in Puranpur depression of Ganga Basinthe Upper Siwaliks (US) consisting of sand sandstone and clay claystone form theconcealed basement for Quaternary sediments (CGWB 1997) The lithologicaldistinction between VOA and Siwalik sediments however is not very perceptibleand the hiatus between the two entities is also not reflected in ONGC lithologs TheSiwalik Supergroup comprising of Upper Siwalik (US) Middle Siwalik (MS) andLower Siwalik (LS) in turn rests unconformably over northern sloping basement ofVindhyan Supergroup encountered in Shahjahanpur and Puranpur bore wells at1839m and 3120m respectively At Puranpur an additional unit of sedimentaries ofabout 52m thickness comprising of ferruginous oolitic rock laterite and clay alsooccurs between Siwalik and Vindhyan Supergroup In the bore well at Tilhar drilledup to 2226m and terminating within Mesozoic Lower Siwalik is absent and MiddleSiwalik Mesozoic boundary is represented by unconformity at 1698m (CGWBopcit) Based on seismological surveys bottom of Lower Siwaliks at PawayanDeokali (Banda block) Miranpur Katra and Banda has been inferred at 1604 30231642 and 2191m respectively (CGWB opcit)Generalized stratigraphic sequence is given in Table-7Table ndash7 Generalized Stratigraphic Sequence in and around Shahjahanpur District UP
Age Geologi-cal Units
Lithology Geomorphological Units LandformsHolocene NewerAlluvium Recent Alluvium (thickness 5-7m) - fluvial sediments fine tomedium loose micaceous sandwith minor siltActive Flood Plains ofGanga Ramganga GomtiGarra Khannaut BeghulDojara rivers
Point bar channelbar lateral barsandy flatsTerrace Alluvium (thickness 2-8m) ndash cyclic sequence of grey tolight khaki coloured silt clay andmicaceous sand thinly lami-nated occasionally oxidizedOlder Flood Plains ofrespective rivers presenton both thebanks as linearterraces
Abandonedchannelscut off meanderssandy flatsDisconformityMiddle toUpperPliestocene VaranasiOlderAlluvium(VOA)400 to ~600m thick multiplepolycyclic fining upwardsequence of oxidized silt clay andsand with subordinatekankar concretions at depth
Varanasi Older AlluvialPlain ndash the oldest unitcovering the highest level Sandy surface -Sand moundsridges amp flatsSilt-clay surface -PalaeochannelsTalsDisconformityTertiary SiwalikSupergroup (USMS amp LS)gt1100 to ~ 2700m thicksequence of sand sandstone andclay claystone (siltstone is alsopresent at Tilhar)
Not exposed in the area~~~~~~~~~~~~~~~~~~~~~~~~ Unconformity~~~~~~~~~~~~~~~~~~~~~~~~Pre Tertiary Basement rocks belonging to MesozoicPrecambrian Vindhyan Supergroup Not exposed in the area
41 HydrogeologyCentral Ground Water Board has carried out exploratory drilling in thedistrict up to the maximum depth of 456m ie mainly within older alluvium A totalof 10 exploratory wells and 1 slim hole have been drilled in the district so farLithological units are composed mainly of fine to medium and coarse sand gravelclay and kankar with sand being the dominant component Kankar is generallyassociated with clay capping (3-5m or more in thickness) existing all over the areaClay generally occurs in lenticular form in the upper parts and attains regionalcharacter at deeper levels Perusal of electrical logs of the wells apparently suggeststhat 4 aquifer groups exist at individual sites with top and bottom of individualaquifer group varying widely (CGWB 2012) However on the basis of fence diagramconstructed with the help of lithologs of different wells exhibiting disposition ofdifferent aquifers three aquifer groups separated by fairly thick clay beds can beidentified in the district down to the maximum explored depth (Table-8) Aconspicuous surface silty clay capping having 3-5m thickness or more also existsalmost over entire district Decreasing resistivity values may point to decreasinggranularity with depthTable-8 Summary of Aquifer Groups in Shahjahanpur District UP
(after CGWB 2006)
AquiferGroup
Average DepthDepth Range
Resistivity(Ohm-m)
RemarksI Ground level to 140-170m 50-60 Quality of water goodII 140 170-325 30-40 Quality of water goodIII Below 325 20-30 Quality of water good except in the deeperaquifer at Imaliya in the southern partwhere it is brackishGround water in shallow aquifer occurs under unconfined condition and istapped by dug wells and shallow borewells Tubewells drilled by State Governmentgenerally tap 30-40m thickness in this aquifer in the depth range of 70-130m withdischarge of 2400 to 3600 lpm (CGWB 2006) In deeper aquifers ground wateroccurs under semi-confined to confined conditions Exploratory wells drilled byCGWB tapping shallow or collectively shallow and deep aquifers have yields rangingfrom 1483-2074 lpm whereas the well tapping only second aquifer has yielded 904lpm (Tablemdash9 Appendix-I) Hydrogeological map of the district is presented inPlate-II
10
Table-9 Exploratory Drilling by CGWB in Shahjahanpur district UP(Summarized results in Appendix-)
Numberof EW
DepthRange(mbgl)
Yields(lpm)
Draw-downs (m)
Transmissivity(m2day)
Storativity
10 240-456 904 ndash 2074 242 ndash 2292 164 ndash 2010 3x10-342 Depth to Water LevelAs per data of Ground Water Monitoring Stations of CGWB and GWD UP for2012 water levels in the district range from 260 to 917 mbgl during pre-monsoonwith majority of wells falling between 3-7 mbgl During post-monsoon water levelsrange from 082 to 845 mbgl with large number of wells having water levelsbetween 2-5 mbgl Depth to water level contours for pre- and post-monsoon 2012are presented in Plate-III amp IV respectively43 Long-term Water Level TrendMajority of the CGWB monitoring wells analysed show declining water leveltrends for the period 2003-12 with range of decline 006-069 myr during pre-monsoon and 006-049 myr during post-monsoon (Table-11) Rising trends havealso been observed Maximum decline has been observed at Shahjahanpur bothduring pre-monsoon (069 myr) and post-monsoon (049 myr) which might beindicative of stress on ground water in urban area
Table-11 Summary of Long-term (2003-12) WL Trends in Shahjahanpur District
441 Quality of Ground Water in Phreatic AquiferCentral Ground water Board monitors ground water quality of phreaticaquifer through analysis of samples collected once a year (one sample from eachblock) Ground Water samples collected during 2011 show Electrical Conductivity
(EC) in the range of 335-750 micro-Siemenscm indicating that ground water is fresh inthe district Variation in EC over the area is illustrated through EC contours onHydrogeological Map of the district (ie Plate-II) Total hardness (as CaCo3) ranges
11
from 100-290 mgl Fluoride and Nitrate are within permissible limits (15 mgL amp45 mgL respectively) in all the samplesIn a survey carried out by UP Jal Nigam for arsenic in ground water in 8blocks of the district namely ndash Dadrol Jaitipur Jalalabad Katra Khutar MirzapurSindhauli and Tilhar arsenic has been detected in GW samples from all these blockswith some of the samples from 7 blocks having arsenic concentrations above 10 ppb(Table-12)Table-12 Summary of Survey Carried out by UP Jal Nigam for Arsenic in GW
Source Report on rsquoArsenic Toxicity in GW of UPrsquo by State Water Resource Agency Government of UP compiling results of UPJal Nigam survey
442 Quality of Ground Water in Deeper AquifersExploratory drilling in the district has revealed that the formation water isgenerally fresh in the deeper aquifers except at Imaliya in the southern part of thedistrict where it has been inferred as brackish in the aquifer occurring below 325m(CGWB 2012)45 Status of Ground Water DevelopmentAbout 80 area of the district is under agricultural use with paddy andwheat grown on large scale Net irrigated area is about 92 of the net sown area ofwhich 97 contribution comes from ground water Although there is fairly strongcanal network in the district irrigation is mainly ground water dependentthroughout the district (Table-3 amp 13) This is due to easy access to ground water aswater levels are not deep and ground water is directly under control of individualfarmer user
Table 13 Block-wise status of sources of irrigation in Shahjahanpur districtBlock Canallength(km) Govttube-well(No)Perma-nentwells(No)
Source website updesupnicin (Statistical Diary-2012 Table-23 Figures for 2010-11)Drinking water requirement of the district is met by UP Jal Nigam throughtubewells (Piped Water Supply Scheme) and India Mark II hand pumps As per UP JalNigam figures for 2011-12 2080 villages have India Mark II hand pumps benefitinga population of 1939404 There are 6 nos rural Piped Water Supply Schemes with 8tubewells catering to 7 villages in Kalan Banda Nigohi and Jalalabad blocks (source
office of Executive Engineer UPJN) In urban areas water supply is through 2666 HPsin 10 towns (Kanth Allahganj Khutar Powayan Tilhar Khudaganj Katra JalalabadShahjahanpur and Roza) and 45 TWs in 9 towns (all the above towns except Roza)catering to currently assessed population of 614750 (Source as above) Out of theabove 28 TWs and 1375 HPs are located in Shahjahanpur City alone46 Dynamic Ground Water Resources (as on 3132009)As per estimation of dynamic (12eplenishable) ground water resource ofShahjahanpur district (as on 3132009) all the blocks have been categorized aslsquoSafersquo (Plate-V Appendix-II) Keeping provision for future domestic and industrialrequirements availability of ground water for future irrigation development comesto 3514698 ham Summary of Dynamic GW Resource for the district is presented inTable-14
Table-14 Dynamic GW Resource Shahjahanpur district UP (as on 3132009)Net annual
The foregoing description of ground water scenario does not indicate any major
ground water problem in the district However following issues may require timely
attention in view of their potential adverse impact
51 Water Level Decline in Urban AreaAs indicated under Section 45 (Table-11) the only monitoring well showingconsiderable long term decline (69cmyr and 49cmyr during pre- and post-monsoon respectively) exists in Shahjahanpur City suggesting that ground water isunder stress mainly in the urban area52 Arsenic in Ground WaterSurvey by UP Jal Nigam in 8 blocks of the district has revealed presence ofarsenic in ground water above 10 ppb in 7 blocks namely - Dadrol JaitipurJalalabad Katra Khutar Sindhauli and Tilhar (Section 441 Table-12) Howeverarsenic concentrations above 50ppb have been observed only in 3 samples out oftotal 11936 GROUND WATER MANAGEMENT STRATEGY
61 Management of Ground Water DevelopmentThe present level of ground water development is 7527 in the districtleaving net ground water availability for future irrigation development as3514698ham All the 15 blocks have been categorized as lsquoSafersquo Average pre-monsoon water levels in all the blocks are shallower than 6mbgl Hence additionalirrigation potential can be judiciously exploited in all the blocks62 Ground Water Management in Urban areaDeclining water level trend in Shahjahanpur City requires timely attentionEmphasis is to be given to Roof Top Rain Water Harvesting (RTRWH) in buildingshouses industrial premises In this direction government should take initiatives forinstallation of RTRWH mechanisms in government buildings Campaigns to makepeople aware of the situation and to encourage them to use ground waterjudiciously as well as to take up RTRWH should be undertaken Efforts should bemade minimize transmission conveyance losses
14
63 Demarcation of Arsenic Affected AreaTill now only 8 blocks have been taken up by UP Jal Nigam for survey ofarsenic in ground water which has revealed presence of arsenic above 10ppb in 7blocks and above 50ppb only in 3 samples (out of total 1193) Further studies maybe taken up where arsenic above 50ppb has been found Other parts of the districtare also to be covered to demarcate the extent and magnitude of problem7 AWARENESS AND TRAINING ACTIVITYNo Mass Awareness Programme or Water Management Training Programmehas been organized by CGWB in Shahjahanpur district8 AREA NOTIFIED BY CGWANo area block of Shahjahanpur district has been notified by CGWA9 RECOMMENDATIONS
Management of Ground Water in Urban Area (Shahjahanpur City) Emphasis is to be given to Roof Top Rain Water Harvesting (RTRWH)in buildings houses industrial premises Government should take initiatives for installation of RTRWHmechanisms in government buildings Campaigns to make people aware of the situation and to encouragethem to use ground water judiciously as well as to take up RTRWH should beundertaken Efforts should be made minimize transmission losses
Arsenic in ground water Extent of the problem of arsenic in ground water should bedemarcated and its magnitude be ascertained
BIBLIOGRAPHY REFERENCE
CGWB 1997 Delineation of Deep Fresh Water Artesian Aquifers in GangaBasin by Singh BK Chandra PC and Srivastava MM CGWB Unpub ReportManuscript
CGWB 2000 Hydrogeology and Ground Water Potential ShahjahanpurDistrict CGWB Unpub Report
15
Singh OP and Nambiar KV 1993 Quaternary Geology and Geomrphologyof a part of Ganga Basin in Districts Badaun and Shahjahanpur Uttar PradeshGSI Unpub Report
Khan AU and Rawat BP 1993 Quaternary Geology and Geomorphology ofa part of Ganga Basin in parts of Bareilly Badaun Shahjahanpur and Pillibhitdistrict Uttar Pradesh GSI Unpub Report Srivastava AB and Gairola BM 1994 Quaternary Geology andGeomorphology of parts of Shahjahanpur Bareilly Pillibhit amp LakhimpurKheri districts Uttar Pradesh GSI Unpub Report Arsenic Toxicity in Ground Water of Uttar Pradesh - Technical Report ofSWaRA Government of UP District Sankhyiki Patrika available on website updesupnicin (UP Directorateof Economics amp Statistics) UP Jal Nigam website wwwupjnorg
Census India web site wwwcensusindiagovin
CGWB 2012 State Geophysical Report of Uttar Pradesh CGWB Unpub Report Brief Industrial Profile of Shahjahanpur District UP by MSME DevelopmentInstitute Kanpur Ministry of Micro Small amp Medium Enterprise Governmentof India (available on httpdcmsmegovindipsDIP20Shahjahanpurr20VK 20Bhatt20AD20EIpdf
16
17
18
19
20
21
APPENDIX-I
SlNo
LOCATION Block TYPE OFWELL
DEPTHDRILLED
(mbgl)
DEPTHCONS-
TRUCTED(mbgl)
AQUIFER ZONES TAPPED (mbgl) STATICWATERLEVEL(mbgl)
Fig 2 Block-wise land use in Shahjahanpur district
4
There are two main canal branches passing through the district ndash ShahjahanpurBranch and Nigohi Branch Salient features about these are given in Table-4Table 4 Salient Features of Canal Branches in Shahjahanpur District UP
Canal Distribution Length DesignedDischarge
CCAShahjahanpur Branch Starts from right bank of Apsarariver (Kolaria Head) in Bhadpurablock of Bareilly district entersinto Shahajahnpur district fromKatra block and passes throughJaitipur Tihar Dadraul Jalalabadand Kanth blocks before enteringinto Hardoi district
11032 km 1219 cusec 136988ha
Nigohi Branch Originates from left bank ofSharda Main Canal in Barkherablock of Pilibhit district andpasses through Nigohi andBhawal Khera blocks ofShahjahanpur district95660 Km 600 cusec 73925ha
Source Executive Engineer Irrigation Department Shahjahanpur
133 CropsWheat is grown in the maximum area of the district followed by ricePrincipal Kharif crops are paddy millet maize and jwar and Rabi crops - wheatgram barley pulses and oil seeds Other crops of minor importance are sugarcanepotato cotton etc Cropping pattern is given in Table-5
Fig 3 Block-wise Net Area Irrigated by Different Sources Shahjahanpur District UP
5
Table 5 Cropping Pattern in District Shahjahanpur UP (2010-11)
Source website updesupnicin (Statistical Diary-2012 Table-19 Figures for 2010-11)
14 IndustriesThere are 3 major Industrial Estates Areas in the district namely ndash RozaTilhar and Powayan A few large-scale industries Public Sector Undertakings andMedium Scale Enterprise exist in the district (Table-6) Major exportable itemsproduced in the district are carpet and durriesTable-6 Main Industries in Shahjahanpur District
Scale of Industry IndustryLarge ScaleIndustries PublicSector Undertakings Ordinance Clothing Factory Shahjahanpur K R Pulp amp Paper Ltd Jamaur Shahjahnpur Bajaj Hindustan Ltd Maksudpur Powyana Shahjahnpur Dalmia Chini Mills Nigohi Kribhco Shyam Fertilizers Ltd Pipraula Shahjahanpur Roza Power Plant Roza ShahjahanpurMedium ScaleEnterprises Roza Sugar Works Roza United Spirit Ltd (Distillary) Roza Shahjahnpur Formula tent Mardorcel amp Co Ltd
Source Brief Industrial Profile of Shahjahanpur District UP by MSME Development Institute Kanpur Ministry of Micro Small ampMedium Enterprise Government of IndiaIn addition there are number of micro and small enterprises most of whichare agro based Some other such units are ready-made garments and embroiderywood wooden based furnitures paper amp paper products leather basedchemicalchemical based rubber plastic amp petro based metal based (SteelFabrication) Soda water cotton textile etc
2 CLIMATE AND RAINFALLWith hot and dry summers humid monsoon season and dry winters thedistrict comes under sub-tropical sub-humid climate zone There are 5 meterologicalstations of IMD in the district The temperature varies from 85 to 2860C in wintersand 2140C to 4050C in summers However during cold-waves the temperature may
go down to freezing point whereas extreme heat wave at times can cause the temperature
to go up to as high as 46degC May is the hottest month of the year and January the
6
coldest with mean daily maximum temperature during the former being 4050C andthat in latter 2190C The mean daily minimum temperatures during these monthsare 2530C and 850C respectively The normal annual rainfall (1901-70) averagedover 5 raingauge stations existing in the district is 10467mm The southwestmonsoon is active from mid or mid June to September with maximum rainfall(~87) taking place during this period August being the wettest month There isaverage 45 rainy days (days with rainfall of 25 mm or more) in a year Averagehumidity remains considerably high from July to September (745 - 805) and ishighest during the month of August3 DRAINAGE SOIL GEOMORPHOLOGY amp GEOLOGY
31 Drainage amp SoilRamganga river which flows NNW-SSE in the western part of the districtforms the principal drainage Southwestern periphery is drained by the river GangaOther important rivers are Garra Khannaut Bahgul Jokhal and Kathana River Garradivides the district into almost equal halvesSoils in the district are deep and well drained with loamy surface In thenortheastern part the soils are mainly fine silty to coarse loamy whereas insouthwestern part they are mainly fine to coarse loamy and calcareous (based onSoil Map published by NBSS amp LUP)32 GeomorphologyShahjahanpur district forms part of Central Ganga Plains in the upper GangaBasin exhibiting monotonous flat topography with master slope towards south andsoutheast Northern part of the district merges imperceptibly into Terai marked bythick forests and marshy lands Ground elevation generally ranges from 148-172masl The area can be divided into two broad geomorphic units (Srivastava ampGairola 1993) an upland ndash the Varanasi Older Alluvium (VOA) Plain (Bhangersurface) and the low land ndash the flood plain (Khadar surface) The former is the oldestgeomorphic unit covering major part of the area occupying interfluve zones abovethe general flood level of different rivers The elevation of Varanasi Older AlluviumPlain which in most part has homogenous flattish topography varies from 159 to172mamsl with general southward slope The surface hosts a number ofpalaeochannels and tals Based on lithology the plain can be subdivided into sandy
7
and silty-clayey surfaces The Khadar surface (low land) can be further subdividedinto Older Flood Plains of Ganga Ramganga Garra Gomati Khannaut KatniBahhul Dojara rivers and Active Flood Plains of these rivers In major part thereare two levels of Terrace in Older Flood Plains The higher level Terrace is anerosional surface over the Varanasi Older Alluvium whereas the lower levelTerraces is made up of Terrace Alluvium33 GeologyThe district is underlain by thick pile of Quaternary alluvial depositsdeposited over Siwalik Supergroup which in turn overlies Vindhyan SupergroupunconformablyThe Newer Alluvium occurs along the courses of major streams formingwedge shaped cover The formation consists of fine to medium sand silt with thinclay lenses Terrace Alluvium of different rivers exhibits different characteristics InRamganga basin it is alternate sequence of fine sand and medium grey micaceoussand in Garra river thin khaki silty clay alternating with thick fine medium grainedgrey micaceous sand whereas in Ganga the top layer of Terrace Alluvium is ofblackish clay siltThe Older Alluvium is a thick polycyclic fining upward sequence of oxidizedsilt clay and sand with subordinate kankar concretions Bore well data of ONGCwells at Tilhar Shahjahanpur and Puranpur (adjoining Pilibhit district) (compiledand discussed in CGWB 1997) suggests that this alluvium is 400-590m thick andrests over upper SiwalikSedimentation of Varanasi older alluvium possibly began during MiddlePleistocene in the basin formed over the Siwalik Super group with the risingHimalaya due to post Upper Siwalik upliftment of Himalaya (Singh amp Nambiar1993) The advent of Holocene heralded the change of climate from cold arid towarm humid which brought about the next cycle of sedimentation represented byTerrace Alluvium This is also the period of formation of wide erosional terraces Thedeposition of third generation of quaternary sedimentation is still on andrepresented by point bar and channel bar deposits of recent alluviumThe basement for Quaternary sediments is not exposed in the districtBasement rocks in the area are concealed under thick pile of Quaternary sedimentsAs per the bore well data of deep boreholes drilled by ONGC at Tilhar Shahjahanpur
8
and Puranpur (adjoining Pilibhit district) in Puranpur depression of Ganga Basinthe Upper Siwaliks (US) consisting of sand sandstone and clay claystone form theconcealed basement for Quaternary sediments (CGWB 1997) The lithologicaldistinction between VOA and Siwalik sediments however is not very perceptibleand the hiatus between the two entities is also not reflected in ONGC lithologs TheSiwalik Supergroup comprising of Upper Siwalik (US) Middle Siwalik (MS) andLower Siwalik (LS) in turn rests unconformably over northern sloping basement ofVindhyan Supergroup encountered in Shahjahanpur and Puranpur bore wells at1839m and 3120m respectively At Puranpur an additional unit of sedimentaries ofabout 52m thickness comprising of ferruginous oolitic rock laterite and clay alsooccurs between Siwalik and Vindhyan Supergroup In the bore well at Tilhar drilledup to 2226m and terminating within Mesozoic Lower Siwalik is absent and MiddleSiwalik Mesozoic boundary is represented by unconformity at 1698m (CGWBopcit) Based on seismological surveys bottom of Lower Siwaliks at PawayanDeokali (Banda block) Miranpur Katra and Banda has been inferred at 1604 30231642 and 2191m respectively (CGWB opcit)Generalized stratigraphic sequence is given in Table-7Table ndash7 Generalized Stratigraphic Sequence in and around Shahjahanpur District UP
Age Geologi-cal Units
Lithology Geomorphological Units LandformsHolocene NewerAlluvium Recent Alluvium (thickness 5-7m) - fluvial sediments fine tomedium loose micaceous sandwith minor siltActive Flood Plains ofGanga Ramganga GomtiGarra Khannaut BeghulDojara rivers
Point bar channelbar lateral barsandy flatsTerrace Alluvium (thickness 2-8m) ndash cyclic sequence of grey tolight khaki coloured silt clay andmicaceous sand thinly lami-nated occasionally oxidizedOlder Flood Plains ofrespective rivers presenton both thebanks as linearterraces
Abandonedchannelscut off meanderssandy flatsDisconformityMiddle toUpperPliestocene VaranasiOlderAlluvium(VOA)400 to ~600m thick multiplepolycyclic fining upwardsequence of oxidized silt clay andsand with subordinatekankar concretions at depth
Varanasi Older AlluvialPlain ndash the oldest unitcovering the highest level Sandy surface -Sand moundsridges amp flatsSilt-clay surface -PalaeochannelsTalsDisconformityTertiary SiwalikSupergroup (USMS amp LS)gt1100 to ~ 2700m thicksequence of sand sandstone andclay claystone (siltstone is alsopresent at Tilhar)
Not exposed in the area~~~~~~~~~~~~~~~~~~~~~~~~ Unconformity~~~~~~~~~~~~~~~~~~~~~~~~Pre Tertiary Basement rocks belonging to MesozoicPrecambrian Vindhyan Supergroup Not exposed in the area
41 HydrogeologyCentral Ground Water Board has carried out exploratory drilling in thedistrict up to the maximum depth of 456m ie mainly within older alluvium A totalof 10 exploratory wells and 1 slim hole have been drilled in the district so farLithological units are composed mainly of fine to medium and coarse sand gravelclay and kankar with sand being the dominant component Kankar is generallyassociated with clay capping (3-5m or more in thickness) existing all over the areaClay generally occurs in lenticular form in the upper parts and attains regionalcharacter at deeper levels Perusal of electrical logs of the wells apparently suggeststhat 4 aquifer groups exist at individual sites with top and bottom of individualaquifer group varying widely (CGWB 2012) However on the basis of fence diagramconstructed with the help of lithologs of different wells exhibiting disposition ofdifferent aquifers three aquifer groups separated by fairly thick clay beds can beidentified in the district down to the maximum explored depth (Table-8) Aconspicuous surface silty clay capping having 3-5m thickness or more also existsalmost over entire district Decreasing resistivity values may point to decreasinggranularity with depthTable-8 Summary of Aquifer Groups in Shahjahanpur District UP
(after CGWB 2006)
AquiferGroup
Average DepthDepth Range
Resistivity(Ohm-m)
RemarksI Ground level to 140-170m 50-60 Quality of water goodII 140 170-325 30-40 Quality of water goodIII Below 325 20-30 Quality of water good except in the deeperaquifer at Imaliya in the southern partwhere it is brackishGround water in shallow aquifer occurs under unconfined condition and istapped by dug wells and shallow borewells Tubewells drilled by State Governmentgenerally tap 30-40m thickness in this aquifer in the depth range of 70-130m withdischarge of 2400 to 3600 lpm (CGWB 2006) In deeper aquifers ground wateroccurs under semi-confined to confined conditions Exploratory wells drilled byCGWB tapping shallow or collectively shallow and deep aquifers have yields rangingfrom 1483-2074 lpm whereas the well tapping only second aquifer has yielded 904lpm (Tablemdash9 Appendix-I) Hydrogeological map of the district is presented inPlate-II
10
Table-9 Exploratory Drilling by CGWB in Shahjahanpur district UP(Summarized results in Appendix-)
Numberof EW
DepthRange(mbgl)
Yields(lpm)
Draw-downs (m)
Transmissivity(m2day)
Storativity
10 240-456 904 ndash 2074 242 ndash 2292 164 ndash 2010 3x10-342 Depth to Water LevelAs per data of Ground Water Monitoring Stations of CGWB and GWD UP for2012 water levels in the district range from 260 to 917 mbgl during pre-monsoonwith majority of wells falling between 3-7 mbgl During post-monsoon water levelsrange from 082 to 845 mbgl with large number of wells having water levelsbetween 2-5 mbgl Depth to water level contours for pre- and post-monsoon 2012are presented in Plate-III amp IV respectively43 Long-term Water Level TrendMajority of the CGWB monitoring wells analysed show declining water leveltrends for the period 2003-12 with range of decline 006-069 myr during pre-monsoon and 006-049 myr during post-monsoon (Table-11) Rising trends havealso been observed Maximum decline has been observed at Shahjahanpur bothduring pre-monsoon (069 myr) and post-monsoon (049 myr) which might beindicative of stress on ground water in urban area
Table-11 Summary of Long-term (2003-12) WL Trends in Shahjahanpur District
441 Quality of Ground Water in Phreatic AquiferCentral Ground water Board monitors ground water quality of phreaticaquifer through analysis of samples collected once a year (one sample from eachblock) Ground Water samples collected during 2011 show Electrical Conductivity
(EC) in the range of 335-750 micro-Siemenscm indicating that ground water is fresh inthe district Variation in EC over the area is illustrated through EC contours onHydrogeological Map of the district (ie Plate-II) Total hardness (as CaCo3) ranges
11
from 100-290 mgl Fluoride and Nitrate are within permissible limits (15 mgL amp45 mgL respectively) in all the samplesIn a survey carried out by UP Jal Nigam for arsenic in ground water in 8blocks of the district namely ndash Dadrol Jaitipur Jalalabad Katra Khutar MirzapurSindhauli and Tilhar arsenic has been detected in GW samples from all these blockswith some of the samples from 7 blocks having arsenic concentrations above 10 ppb(Table-12)Table-12 Summary of Survey Carried out by UP Jal Nigam for Arsenic in GW
Source Report on rsquoArsenic Toxicity in GW of UPrsquo by State Water Resource Agency Government of UP compiling results of UPJal Nigam survey
442 Quality of Ground Water in Deeper AquifersExploratory drilling in the district has revealed that the formation water isgenerally fresh in the deeper aquifers except at Imaliya in the southern part of thedistrict where it has been inferred as brackish in the aquifer occurring below 325m(CGWB 2012)45 Status of Ground Water DevelopmentAbout 80 area of the district is under agricultural use with paddy andwheat grown on large scale Net irrigated area is about 92 of the net sown area ofwhich 97 contribution comes from ground water Although there is fairly strongcanal network in the district irrigation is mainly ground water dependentthroughout the district (Table-3 amp 13) This is due to easy access to ground water aswater levels are not deep and ground water is directly under control of individualfarmer user
Table 13 Block-wise status of sources of irrigation in Shahjahanpur districtBlock Canallength(km) Govttube-well(No)Perma-nentwells(No)
Source website updesupnicin (Statistical Diary-2012 Table-23 Figures for 2010-11)Drinking water requirement of the district is met by UP Jal Nigam throughtubewells (Piped Water Supply Scheme) and India Mark II hand pumps As per UP JalNigam figures for 2011-12 2080 villages have India Mark II hand pumps benefitinga population of 1939404 There are 6 nos rural Piped Water Supply Schemes with 8tubewells catering to 7 villages in Kalan Banda Nigohi and Jalalabad blocks (source
office of Executive Engineer UPJN) In urban areas water supply is through 2666 HPsin 10 towns (Kanth Allahganj Khutar Powayan Tilhar Khudaganj Katra JalalabadShahjahanpur and Roza) and 45 TWs in 9 towns (all the above towns except Roza)catering to currently assessed population of 614750 (Source as above) Out of theabove 28 TWs and 1375 HPs are located in Shahjahanpur City alone46 Dynamic Ground Water Resources (as on 3132009)As per estimation of dynamic (12eplenishable) ground water resource ofShahjahanpur district (as on 3132009) all the blocks have been categorized aslsquoSafersquo (Plate-V Appendix-II) Keeping provision for future domestic and industrialrequirements availability of ground water for future irrigation development comesto 3514698 ham Summary of Dynamic GW Resource for the district is presented inTable-14
Table-14 Dynamic GW Resource Shahjahanpur district UP (as on 3132009)Net annual
The foregoing description of ground water scenario does not indicate any major
ground water problem in the district However following issues may require timely
attention in view of their potential adverse impact
51 Water Level Decline in Urban AreaAs indicated under Section 45 (Table-11) the only monitoring well showingconsiderable long term decline (69cmyr and 49cmyr during pre- and post-monsoon respectively) exists in Shahjahanpur City suggesting that ground water isunder stress mainly in the urban area52 Arsenic in Ground WaterSurvey by UP Jal Nigam in 8 blocks of the district has revealed presence ofarsenic in ground water above 10 ppb in 7 blocks namely - Dadrol JaitipurJalalabad Katra Khutar Sindhauli and Tilhar (Section 441 Table-12) Howeverarsenic concentrations above 50ppb have been observed only in 3 samples out oftotal 11936 GROUND WATER MANAGEMENT STRATEGY
61 Management of Ground Water DevelopmentThe present level of ground water development is 7527 in the districtleaving net ground water availability for future irrigation development as3514698ham All the 15 blocks have been categorized as lsquoSafersquo Average pre-monsoon water levels in all the blocks are shallower than 6mbgl Hence additionalirrigation potential can be judiciously exploited in all the blocks62 Ground Water Management in Urban areaDeclining water level trend in Shahjahanpur City requires timely attentionEmphasis is to be given to Roof Top Rain Water Harvesting (RTRWH) in buildingshouses industrial premises In this direction government should take initiatives forinstallation of RTRWH mechanisms in government buildings Campaigns to makepeople aware of the situation and to encourage them to use ground waterjudiciously as well as to take up RTRWH should be undertaken Efforts should bemade minimize transmission conveyance losses
14
63 Demarcation of Arsenic Affected AreaTill now only 8 blocks have been taken up by UP Jal Nigam for survey ofarsenic in ground water which has revealed presence of arsenic above 10ppb in 7blocks and above 50ppb only in 3 samples (out of total 1193) Further studies maybe taken up where arsenic above 50ppb has been found Other parts of the districtare also to be covered to demarcate the extent and magnitude of problem7 AWARENESS AND TRAINING ACTIVITYNo Mass Awareness Programme or Water Management Training Programmehas been organized by CGWB in Shahjahanpur district8 AREA NOTIFIED BY CGWANo area block of Shahjahanpur district has been notified by CGWA9 RECOMMENDATIONS
Management of Ground Water in Urban Area (Shahjahanpur City) Emphasis is to be given to Roof Top Rain Water Harvesting (RTRWH)in buildings houses industrial premises Government should take initiatives for installation of RTRWHmechanisms in government buildings Campaigns to make people aware of the situation and to encouragethem to use ground water judiciously as well as to take up RTRWH should beundertaken Efforts should be made minimize transmission losses
Arsenic in ground water Extent of the problem of arsenic in ground water should bedemarcated and its magnitude be ascertained
BIBLIOGRAPHY REFERENCE
CGWB 1997 Delineation of Deep Fresh Water Artesian Aquifers in GangaBasin by Singh BK Chandra PC and Srivastava MM CGWB Unpub ReportManuscript
CGWB 2000 Hydrogeology and Ground Water Potential ShahjahanpurDistrict CGWB Unpub Report
15
Singh OP and Nambiar KV 1993 Quaternary Geology and Geomrphologyof a part of Ganga Basin in Districts Badaun and Shahjahanpur Uttar PradeshGSI Unpub Report
Khan AU and Rawat BP 1993 Quaternary Geology and Geomorphology ofa part of Ganga Basin in parts of Bareilly Badaun Shahjahanpur and Pillibhitdistrict Uttar Pradesh GSI Unpub Report Srivastava AB and Gairola BM 1994 Quaternary Geology andGeomorphology of parts of Shahjahanpur Bareilly Pillibhit amp LakhimpurKheri districts Uttar Pradesh GSI Unpub Report Arsenic Toxicity in Ground Water of Uttar Pradesh - Technical Report ofSWaRA Government of UP District Sankhyiki Patrika available on website updesupnicin (UP Directorateof Economics amp Statistics) UP Jal Nigam website wwwupjnorg
Census India web site wwwcensusindiagovin
CGWB 2012 State Geophysical Report of Uttar Pradesh CGWB Unpub Report Brief Industrial Profile of Shahjahanpur District UP by MSME DevelopmentInstitute Kanpur Ministry of Micro Small amp Medium Enterprise Governmentof India (available on httpdcmsmegovindipsDIP20Shahjahanpurr20VK 20Bhatt20AD20EIpdf
16
17
18
19
20
21
APPENDIX-I
SlNo
LOCATION Block TYPE OFWELL
DEPTHDRILLED
(mbgl)
DEPTHCONS-
TRUCTED(mbgl)
AQUIFER ZONES TAPPED (mbgl) STATICWATERLEVEL(mbgl)
Total District 14863450 10681538 506788 11188326 667214 3514698 7527
4
There are two main canal branches passing through the district ndash ShahjahanpurBranch and Nigohi Branch Salient features about these are given in Table-4Table 4 Salient Features of Canal Branches in Shahjahanpur District UP
Canal Distribution Length DesignedDischarge
CCAShahjahanpur Branch Starts from right bank of Apsarariver (Kolaria Head) in Bhadpurablock of Bareilly district entersinto Shahajahnpur district fromKatra block and passes throughJaitipur Tihar Dadraul Jalalabadand Kanth blocks before enteringinto Hardoi district
11032 km 1219 cusec 136988ha
Nigohi Branch Originates from left bank ofSharda Main Canal in Barkherablock of Pilibhit district andpasses through Nigohi andBhawal Khera blocks ofShahjahanpur district95660 Km 600 cusec 73925ha
Source Executive Engineer Irrigation Department Shahjahanpur
133 CropsWheat is grown in the maximum area of the district followed by ricePrincipal Kharif crops are paddy millet maize and jwar and Rabi crops - wheatgram barley pulses and oil seeds Other crops of minor importance are sugarcanepotato cotton etc Cropping pattern is given in Table-5
Fig 3 Block-wise Net Area Irrigated by Different Sources Shahjahanpur District UP
5
Table 5 Cropping Pattern in District Shahjahanpur UP (2010-11)
Source website updesupnicin (Statistical Diary-2012 Table-19 Figures for 2010-11)
14 IndustriesThere are 3 major Industrial Estates Areas in the district namely ndash RozaTilhar and Powayan A few large-scale industries Public Sector Undertakings andMedium Scale Enterprise exist in the district (Table-6) Major exportable itemsproduced in the district are carpet and durriesTable-6 Main Industries in Shahjahanpur District
Scale of Industry IndustryLarge ScaleIndustries PublicSector Undertakings Ordinance Clothing Factory Shahjahanpur K R Pulp amp Paper Ltd Jamaur Shahjahnpur Bajaj Hindustan Ltd Maksudpur Powyana Shahjahnpur Dalmia Chini Mills Nigohi Kribhco Shyam Fertilizers Ltd Pipraula Shahjahanpur Roza Power Plant Roza ShahjahanpurMedium ScaleEnterprises Roza Sugar Works Roza United Spirit Ltd (Distillary) Roza Shahjahnpur Formula tent Mardorcel amp Co Ltd
Source Brief Industrial Profile of Shahjahanpur District UP by MSME Development Institute Kanpur Ministry of Micro Small ampMedium Enterprise Government of IndiaIn addition there are number of micro and small enterprises most of whichare agro based Some other such units are ready-made garments and embroiderywood wooden based furnitures paper amp paper products leather basedchemicalchemical based rubber plastic amp petro based metal based (SteelFabrication) Soda water cotton textile etc
2 CLIMATE AND RAINFALLWith hot and dry summers humid monsoon season and dry winters thedistrict comes under sub-tropical sub-humid climate zone There are 5 meterologicalstations of IMD in the district The temperature varies from 85 to 2860C in wintersand 2140C to 4050C in summers However during cold-waves the temperature may
go down to freezing point whereas extreme heat wave at times can cause the temperature
to go up to as high as 46degC May is the hottest month of the year and January the
6
coldest with mean daily maximum temperature during the former being 4050C andthat in latter 2190C The mean daily minimum temperatures during these monthsare 2530C and 850C respectively The normal annual rainfall (1901-70) averagedover 5 raingauge stations existing in the district is 10467mm The southwestmonsoon is active from mid or mid June to September with maximum rainfall(~87) taking place during this period August being the wettest month There isaverage 45 rainy days (days with rainfall of 25 mm or more) in a year Averagehumidity remains considerably high from July to September (745 - 805) and ishighest during the month of August3 DRAINAGE SOIL GEOMORPHOLOGY amp GEOLOGY
31 Drainage amp SoilRamganga river which flows NNW-SSE in the western part of the districtforms the principal drainage Southwestern periphery is drained by the river GangaOther important rivers are Garra Khannaut Bahgul Jokhal and Kathana River Garradivides the district into almost equal halvesSoils in the district are deep and well drained with loamy surface In thenortheastern part the soils are mainly fine silty to coarse loamy whereas insouthwestern part they are mainly fine to coarse loamy and calcareous (based onSoil Map published by NBSS amp LUP)32 GeomorphologyShahjahanpur district forms part of Central Ganga Plains in the upper GangaBasin exhibiting monotonous flat topography with master slope towards south andsoutheast Northern part of the district merges imperceptibly into Terai marked bythick forests and marshy lands Ground elevation generally ranges from 148-172masl The area can be divided into two broad geomorphic units (Srivastava ampGairola 1993) an upland ndash the Varanasi Older Alluvium (VOA) Plain (Bhangersurface) and the low land ndash the flood plain (Khadar surface) The former is the oldestgeomorphic unit covering major part of the area occupying interfluve zones abovethe general flood level of different rivers The elevation of Varanasi Older AlluviumPlain which in most part has homogenous flattish topography varies from 159 to172mamsl with general southward slope The surface hosts a number ofpalaeochannels and tals Based on lithology the plain can be subdivided into sandy
7
and silty-clayey surfaces The Khadar surface (low land) can be further subdividedinto Older Flood Plains of Ganga Ramganga Garra Gomati Khannaut KatniBahhul Dojara rivers and Active Flood Plains of these rivers In major part thereare two levels of Terrace in Older Flood Plains The higher level Terrace is anerosional surface over the Varanasi Older Alluvium whereas the lower levelTerraces is made up of Terrace Alluvium33 GeologyThe district is underlain by thick pile of Quaternary alluvial depositsdeposited over Siwalik Supergroup which in turn overlies Vindhyan SupergroupunconformablyThe Newer Alluvium occurs along the courses of major streams formingwedge shaped cover The formation consists of fine to medium sand silt with thinclay lenses Terrace Alluvium of different rivers exhibits different characteristics InRamganga basin it is alternate sequence of fine sand and medium grey micaceoussand in Garra river thin khaki silty clay alternating with thick fine medium grainedgrey micaceous sand whereas in Ganga the top layer of Terrace Alluvium is ofblackish clay siltThe Older Alluvium is a thick polycyclic fining upward sequence of oxidizedsilt clay and sand with subordinate kankar concretions Bore well data of ONGCwells at Tilhar Shahjahanpur and Puranpur (adjoining Pilibhit district) (compiledand discussed in CGWB 1997) suggests that this alluvium is 400-590m thick andrests over upper SiwalikSedimentation of Varanasi older alluvium possibly began during MiddlePleistocene in the basin formed over the Siwalik Super group with the risingHimalaya due to post Upper Siwalik upliftment of Himalaya (Singh amp Nambiar1993) The advent of Holocene heralded the change of climate from cold arid towarm humid which brought about the next cycle of sedimentation represented byTerrace Alluvium This is also the period of formation of wide erosional terraces Thedeposition of third generation of quaternary sedimentation is still on andrepresented by point bar and channel bar deposits of recent alluviumThe basement for Quaternary sediments is not exposed in the districtBasement rocks in the area are concealed under thick pile of Quaternary sedimentsAs per the bore well data of deep boreholes drilled by ONGC at Tilhar Shahjahanpur
8
and Puranpur (adjoining Pilibhit district) in Puranpur depression of Ganga Basinthe Upper Siwaliks (US) consisting of sand sandstone and clay claystone form theconcealed basement for Quaternary sediments (CGWB 1997) The lithologicaldistinction between VOA and Siwalik sediments however is not very perceptibleand the hiatus between the two entities is also not reflected in ONGC lithologs TheSiwalik Supergroup comprising of Upper Siwalik (US) Middle Siwalik (MS) andLower Siwalik (LS) in turn rests unconformably over northern sloping basement ofVindhyan Supergroup encountered in Shahjahanpur and Puranpur bore wells at1839m and 3120m respectively At Puranpur an additional unit of sedimentaries ofabout 52m thickness comprising of ferruginous oolitic rock laterite and clay alsooccurs between Siwalik and Vindhyan Supergroup In the bore well at Tilhar drilledup to 2226m and terminating within Mesozoic Lower Siwalik is absent and MiddleSiwalik Mesozoic boundary is represented by unconformity at 1698m (CGWBopcit) Based on seismological surveys bottom of Lower Siwaliks at PawayanDeokali (Banda block) Miranpur Katra and Banda has been inferred at 1604 30231642 and 2191m respectively (CGWB opcit)Generalized stratigraphic sequence is given in Table-7Table ndash7 Generalized Stratigraphic Sequence in and around Shahjahanpur District UP
Age Geologi-cal Units
Lithology Geomorphological Units LandformsHolocene NewerAlluvium Recent Alluvium (thickness 5-7m) - fluvial sediments fine tomedium loose micaceous sandwith minor siltActive Flood Plains ofGanga Ramganga GomtiGarra Khannaut BeghulDojara rivers
Point bar channelbar lateral barsandy flatsTerrace Alluvium (thickness 2-8m) ndash cyclic sequence of grey tolight khaki coloured silt clay andmicaceous sand thinly lami-nated occasionally oxidizedOlder Flood Plains ofrespective rivers presenton both thebanks as linearterraces
Abandonedchannelscut off meanderssandy flatsDisconformityMiddle toUpperPliestocene VaranasiOlderAlluvium(VOA)400 to ~600m thick multiplepolycyclic fining upwardsequence of oxidized silt clay andsand with subordinatekankar concretions at depth
Varanasi Older AlluvialPlain ndash the oldest unitcovering the highest level Sandy surface -Sand moundsridges amp flatsSilt-clay surface -PalaeochannelsTalsDisconformityTertiary SiwalikSupergroup (USMS amp LS)gt1100 to ~ 2700m thicksequence of sand sandstone andclay claystone (siltstone is alsopresent at Tilhar)
Not exposed in the area~~~~~~~~~~~~~~~~~~~~~~~~ Unconformity~~~~~~~~~~~~~~~~~~~~~~~~Pre Tertiary Basement rocks belonging to MesozoicPrecambrian Vindhyan Supergroup Not exposed in the area
41 HydrogeologyCentral Ground Water Board has carried out exploratory drilling in thedistrict up to the maximum depth of 456m ie mainly within older alluvium A totalof 10 exploratory wells and 1 slim hole have been drilled in the district so farLithological units are composed mainly of fine to medium and coarse sand gravelclay and kankar with sand being the dominant component Kankar is generallyassociated with clay capping (3-5m or more in thickness) existing all over the areaClay generally occurs in lenticular form in the upper parts and attains regionalcharacter at deeper levels Perusal of electrical logs of the wells apparently suggeststhat 4 aquifer groups exist at individual sites with top and bottom of individualaquifer group varying widely (CGWB 2012) However on the basis of fence diagramconstructed with the help of lithologs of different wells exhibiting disposition ofdifferent aquifers three aquifer groups separated by fairly thick clay beds can beidentified in the district down to the maximum explored depth (Table-8) Aconspicuous surface silty clay capping having 3-5m thickness or more also existsalmost over entire district Decreasing resistivity values may point to decreasinggranularity with depthTable-8 Summary of Aquifer Groups in Shahjahanpur District UP
(after CGWB 2006)
AquiferGroup
Average DepthDepth Range
Resistivity(Ohm-m)
RemarksI Ground level to 140-170m 50-60 Quality of water goodII 140 170-325 30-40 Quality of water goodIII Below 325 20-30 Quality of water good except in the deeperaquifer at Imaliya in the southern partwhere it is brackishGround water in shallow aquifer occurs under unconfined condition and istapped by dug wells and shallow borewells Tubewells drilled by State Governmentgenerally tap 30-40m thickness in this aquifer in the depth range of 70-130m withdischarge of 2400 to 3600 lpm (CGWB 2006) In deeper aquifers ground wateroccurs under semi-confined to confined conditions Exploratory wells drilled byCGWB tapping shallow or collectively shallow and deep aquifers have yields rangingfrom 1483-2074 lpm whereas the well tapping only second aquifer has yielded 904lpm (Tablemdash9 Appendix-I) Hydrogeological map of the district is presented inPlate-II
10
Table-9 Exploratory Drilling by CGWB in Shahjahanpur district UP(Summarized results in Appendix-)
Numberof EW
DepthRange(mbgl)
Yields(lpm)
Draw-downs (m)
Transmissivity(m2day)
Storativity
10 240-456 904 ndash 2074 242 ndash 2292 164 ndash 2010 3x10-342 Depth to Water LevelAs per data of Ground Water Monitoring Stations of CGWB and GWD UP for2012 water levels in the district range from 260 to 917 mbgl during pre-monsoonwith majority of wells falling between 3-7 mbgl During post-monsoon water levelsrange from 082 to 845 mbgl with large number of wells having water levelsbetween 2-5 mbgl Depth to water level contours for pre- and post-monsoon 2012are presented in Plate-III amp IV respectively43 Long-term Water Level TrendMajority of the CGWB monitoring wells analysed show declining water leveltrends for the period 2003-12 with range of decline 006-069 myr during pre-monsoon and 006-049 myr during post-monsoon (Table-11) Rising trends havealso been observed Maximum decline has been observed at Shahjahanpur bothduring pre-monsoon (069 myr) and post-monsoon (049 myr) which might beindicative of stress on ground water in urban area
Table-11 Summary of Long-term (2003-12) WL Trends in Shahjahanpur District
441 Quality of Ground Water in Phreatic AquiferCentral Ground water Board monitors ground water quality of phreaticaquifer through analysis of samples collected once a year (one sample from eachblock) Ground Water samples collected during 2011 show Electrical Conductivity
(EC) in the range of 335-750 micro-Siemenscm indicating that ground water is fresh inthe district Variation in EC over the area is illustrated through EC contours onHydrogeological Map of the district (ie Plate-II) Total hardness (as CaCo3) ranges
11
from 100-290 mgl Fluoride and Nitrate are within permissible limits (15 mgL amp45 mgL respectively) in all the samplesIn a survey carried out by UP Jal Nigam for arsenic in ground water in 8blocks of the district namely ndash Dadrol Jaitipur Jalalabad Katra Khutar MirzapurSindhauli and Tilhar arsenic has been detected in GW samples from all these blockswith some of the samples from 7 blocks having arsenic concentrations above 10 ppb(Table-12)Table-12 Summary of Survey Carried out by UP Jal Nigam for Arsenic in GW
Source Report on rsquoArsenic Toxicity in GW of UPrsquo by State Water Resource Agency Government of UP compiling results of UPJal Nigam survey
442 Quality of Ground Water in Deeper AquifersExploratory drilling in the district has revealed that the formation water isgenerally fresh in the deeper aquifers except at Imaliya in the southern part of thedistrict where it has been inferred as brackish in the aquifer occurring below 325m(CGWB 2012)45 Status of Ground Water DevelopmentAbout 80 area of the district is under agricultural use with paddy andwheat grown on large scale Net irrigated area is about 92 of the net sown area ofwhich 97 contribution comes from ground water Although there is fairly strongcanal network in the district irrigation is mainly ground water dependentthroughout the district (Table-3 amp 13) This is due to easy access to ground water aswater levels are not deep and ground water is directly under control of individualfarmer user
Table 13 Block-wise status of sources of irrigation in Shahjahanpur districtBlock Canallength(km) Govttube-well(No)Perma-nentwells(No)
Source website updesupnicin (Statistical Diary-2012 Table-23 Figures for 2010-11)Drinking water requirement of the district is met by UP Jal Nigam throughtubewells (Piped Water Supply Scheme) and India Mark II hand pumps As per UP JalNigam figures for 2011-12 2080 villages have India Mark II hand pumps benefitinga population of 1939404 There are 6 nos rural Piped Water Supply Schemes with 8tubewells catering to 7 villages in Kalan Banda Nigohi and Jalalabad blocks (source
office of Executive Engineer UPJN) In urban areas water supply is through 2666 HPsin 10 towns (Kanth Allahganj Khutar Powayan Tilhar Khudaganj Katra JalalabadShahjahanpur and Roza) and 45 TWs in 9 towns (all the above towns except Roza)catering to currently assessed population of 614750 (Source as above) Out of theabove 28 TWs and 1375 HPs are located in Shahjahanpur City alone46 Dynamic Ground Water Resources (as on 3132009)As per estimation of dynamic (12eplenishable) ground water resource ofShahjahanpur district (as on 3132009) all the blocks have been categorized aslsquoSafersquo (Plate-V Appendix-II) Keeping provision for future domestic and industrialrequirements availability of ground water for future irrigation development comesto 3514698 ham Summary of Dynamic GW Resource for the district is presented inTable-14
Table-14 Dynamic GW Resource Shahjahanpur district UP (as on 3132009)Net annual
The foregoing description of ground water scenario does not indicate any major
ground water problem in the district However following issues may require timely
attention in view of their potential adverse impact
51 Water Level Decline in Urban AreaAs indicated under Section 45 (Table-11) the only monitoring well showingconsiderable long term decline (69cmyr and 49cmyr during pre- and post-monsoon respectively) exists in Shahjahanpur City suggesting that ground water isunder stress mainly in the urban area52 Arsenic in Ground WaterSurvey by UP Jal Nigam in 8 blocks of the district has revealed presence ofarsenic in ground water above 10 ppb in 7 blocks namely - Dadrol JaitipurJalalabad Katra Khutar Sindhauli and Tilhar (Section 441 Table-12) Howeverarsenic concentrations above 50ppb have been observed only in 3 samples out oftotal 11936 GROUND WATER MANAGEMENT STRATEGY
61 Management of Ground Water DevelopmentThe present level of ground water development is 7527 in the districtleaving net ground water availability for future irrigation development as3514698ham All the 15 blocks have been categorized as lsquoSafersquo Average pre-monsoon water levels in all the blocks are shallower than 6mbgl Hence additionalirrigation potential can be judiciously exploited in all the blocks62 Ground Water Management in Urban areaDeclining water level trend in Shahjahanpur City requires timely attentionEmphasis is to be given to Roof Top Rain Water Harvesting (RTRWH) in buildingshouses industrial premises In this direction government should take initiatives forinstallation of RTRWH mechanisms in government buildings Campaigns to makepeople aware of the situation and to encourage them to use ground waterjudiciously as well as to take up RTRWH should be undertaken Efforts should bemade minimize transmission conveyance losses
14
63 Demarcation of Arsenic Affected AreaTill now only 8 blocks have been taken up by UP Jal Nigam for survey ofarsenic in ground water which has revealed presence of arsenic above 10ppb in 7blocks and above 50ppb only in 3 samples (out of total 1193) Further studies maybe taken up where arsenic above 50ppb has been found Other parts of the districtare also to be covered to demarcate the extent and magnitude of problem7 AWARENESS AND TRAINING ACTIVITYNo Mass Awareness Programme or Water Management Training Programmehas been organized by CGWB in Shahjahanpur district8 AREA NOTIFIED BY CGWANo area block of Shahjahanpur district has been notified by CGWA9 RECOMMENDATIONS
Management of Ground Water in Urban Area (Shahjahanpur City) Emphasis is to be given to Roof Top Rain Water Harvesting (RTRWH)in buildings houses industrial premises Government should take initiatives for installation of RTRWHmechanisms in government buildings Campaigns to make people aware of the situation and to encouragethem to use ground water judiciously as well as to take up RTRWH should beundertaken Efforts should be made minimize transmission losses
Arsenic in ground water Extent of the problem of arsenic in ground water should bedemarcated and its magnitude be ascertained
BIBLIOGRAPHY REFERENCE
CGWB 1997 Delineation of Deep Fresh Water Artesian Aquifers in GangaBasin by Singh BK Chandra PC and Srivastava MM CGWB Unpub ReportManuscript
CGWB 2000 Hydrogeology and Ground Water Potential ShahjahanpurDistrict CGWB Unpub Report
15
Singh OP and Nambiar KV 1993 Quaternary Geology and Geomrphologyof a part of Ganga Basin in Districts Badaun and Shahjahanpur Uttar PradeshGSI Unpub Report
Khan AU and Rawat BP 1993 Quaternary Geology and Geomorphology ofa part of Ganga Basin in parts of Bareilly Badaun Shahjahanpur and Pillibhitdistrict Uttar Pradesh GSI Unpub Report Srivastava AB and Gairola BM 1994 Quaternary Geology andGeomorphology of parts of Shahjahanpur Bareilly Pillibhit amp LakhimpurKheri districts Uttar Pradesh GSI Unpub Report Arsenic Toxicity in Ground Water of Uttar Pradesh - Technical Report ofSWaRA Government of UP District Sankhyiki Patrika available on website updesupnicin (UP Directorateof Economics amp Statistics) UP Jal Nigam website wwwupjnorg
Census India web site wwwcensusindiagovin
CGWB 2012 State Geophysical Report of Uttar Pradesh CGWB Unpub Report Brief Industrial Profile of Shahjahanpur District UP by MSME DevelopmentInstitute Kanpur Ministry of Micro Small amp Medium Enterprise Governmentof India (available on httpdcmsmegovindipsDIP20Shahjahanpurr20VK 20Bhatt20AD20EIpdf
16
17
18
19
20
21
APPENDIX-I
SlNo
LOCATION Block TYPE OFWELL
DEPTHDRILLED
(mbgl)
DEPTHCONS-
TRUCTED(mbgl)
AQUIFER ZONES TAPPED (mbgl) STATICWATERLEVEL(mbgl)
Source website updesupnicin (Statistical Diary-2012 Table-19 Figures for 2010-11)
14 IndustriesThere are 3 major Industrial Estates Areas in the district namely ndash RozaTilhar and Powayan A few large-scale industries Public Sector Undertakings andMedium Scale Enterprise exist in the district (Table-6) Major exportable itemsproduced in the district are carpet and durriesTable-6 Main Industries in Shahjahanpur District
Scale of Industry IndustryLarge ScaleIndustries PublicSector Undertakings Ordinance Clothing Factory Shahjahanpur K R Pulp amp Paper Ltd Jamaur Shahjahnpur Bajaj Hindustan Ltd Maksudpur Powyana Shahjahnpur Dalmia Chini Mills Nigohi Kribhco Shyam Fertilizers Ltd Pipraula Shahjahanpur Roza Power Plant Roza ShahjahanpurMedium ScaleEnterprises Roza Sugar Works Roza United Spirit Ltd (Distillary) Roza Shahjahnpur Formula tent Mardorcel amp Co Ltd
Source Brief Industrial Profile of Shahjahanpur District UP by MSME Development Institute Kanpur Ministry of Micro Small ampMedium Enterprise Government of IndiaIn addition there are number of micro and small enterprises most of whichare agro based Some other such units are ready-made garments and embroiderywood wooden based furnitures paper amp paper products leather basedchemicalchemical based rubber plastic amp petro based metal based (SteelFabrication) Soda water cotton textile etc
2 CLIMATE AND RAINFALLWith hot and dry summers humid monsoon season and dry winters thedistrict comes under sub-tropical sub-humid climate zone There are 5 meterologicalstations of IMD in the district The temperature varies from 85 to 2860C in wintersand 2140C to 4050C in summers However during cold-waves the temperature may
go down to freezing point whereas extreme heat wave at times can cause the temperature
to go up to as high as 46degC May is the hottest month of the year and January the
6
coldest with mean daily maximum temperature during the former being 4050C andthat in latter 2190C The mean daily minimum temperatures during these monthsare 2530C and 850C respectively The normal annual rainfall (1901-70) averagedover 5 raingauge stations existing in the district is 10467mm The southwestmonsoon is active from mid or mid June to September with maximum rainfall(~87) taking place during this period August being the wettest month There isaverage 45 rainy days (days with rainfall of 25 mm or more) in a year Averagehumidity remains considerably high from July to September (745 - 805) and ishighest during the month of August3 DRAINAGE SOIL GEOMORPHOLOGY amp GEOLOGY
31 Drainage amp SoilRamganga river which flows NNW-SSE in the western part of the districtforms the principal drainage Southwestern periphery is drained by the river GangaOther important rivers are Garra Khannaut Bahgul Jokhal and Kathana River Garradivides the district into almost equal halvesSoils in the district are deep and well drained with loamy surface In thenortheastern part the soils are mainly fine silty to coarse loamy whereas insouthwestern part they are mainly fine to coarse loamy and calcareous (based onSoil Map published by NBSS amp LUP)32 GeomorphologyShahjahanpur district forms part of Central Ganga Plains in the upper GangaBasin exhibiting monotonous flat topography with master slope towards south andsoutheast Northern part of the district merges imperceptibly into Terai marked bythick forests and marshy lands Ground elevation generally ranges from 148-172masl The area can be divided into two broad geomorphic units (Srivastava ampGairola 1993) an upland ndash the Varanasi Older Alluvium (VOA) Plain (Bhangersurface) and the low land ndash the flood plain (Khadar surface) The former is the oldestgeomorphic unit covering major part of the area occupying interfluve zones abovethe general flood level of different rivers The elevation of Varanasi Older AlluviumPlain which in most part has homogenous flattish topography varies from 159 to172mamsl with general southward slope The surface hosts a number ofpalaeochannels and tals Based on lithology the plain can be subdivided into sandy
7
and silty-clayey surfaces The Khadar surface (low land) can be further subdividedinto Older Flood Plains of Ganga Ramganga Garra Gomati Khannaut KatniBahhul Dojara rivers and Active Flood Plains of these rivers In major part thereare two levels of Terrace in Older Flood Plains The higher level Terrace is anerosional surface over the Varanasi Older Alluvium whereas the lower levelTerraces is made up of Terrace Alluvium33 GeologyThe district is underlain by thick pile of Quaternary alluvial depositsdeposited over Siwalik Supergroup which in turn overlies Vindhyan SupergroupunconformablyThe Newer Alluvium occurs along the courses of major streams formingwedge shaped cover The formation consists of fine to medium sand silt with thinclay lenses Terrace Alluvium of different rivers exhibits different characteristics InRamganga basin it is alternate sequence of fine sand and medium grey micaceoussand in Garra river thin khaki silty clay alternating with thick fine medium grainedgrey micaceous sand whereas in Ganga the top layer of Terrace Alluvium is ofblackish clay siltThe Older Alluvium is a thick polycyclic fining upward sequence of oxidizedsilt clay and sand with subordinate kankar concretions Bore well data of ONGCwells at Tilhar Shahjahanpur and Puranpur (adjoining Pilibhit district) (compiledand discussed in CGWB 1997) suggests that this alluvium is 400-590m thick andrests over upper SiwalikSedimentation of Varanasi older alluvium possibly began during MiddlePleistocene in the basin formed over the Siwalik Super group with the risingHimalaya due to post Upper Siwalik upliftment of Himalaya (Singh amp Nambiar1993) The advent of Holocene heralded the change of climate from cold arid towarm humid which brought about the next cycle of sedimentation represented byTerrace Alluvium This is also the period of formation of wide erosional terraces Thedeposition of third generation of quaternary sedimentation is still on andrepresented by point bar and channel bar deposits of recent alluviumThe basement for Quaternary sediments is not exposed in the districtBasement rocks in the area are concealed under thick pile of Quaternary sedimentsAs per the bore well data of deep boreholes drilled by ONGC at Tilhar Shahjahanpur
8
and Puranpur (adjoining Pilibhit district) in Puranpur depression of Ganga Basinthe Upper Siwaliks (US) consisting of sand sandstone and clay claystone form theconcealed basement for Quaternary sediments (CGWB 1997) The lithologicaldistinction between VOA and Siwalik sediments however is not very perceptibleand the hiatus between the two entities is also not reflected in ONGC lithologs TheSiwalik Supergroup comprising of Upper Siwalik (US) Middle Siwalik (MS) andLower Siwalik (LS) in turn rests unconformably over northern sloping basement ofVindhyan Supergroup encountered in Shahjahanpur and Puranpur bore wells at1839m and 3120m respectively At Puranpur an additional unit of sedimentaries ofabout 52m thickness comprising of ferruginous oolitic rock laterite and clay alsooccurs between Siwalik and Vindhyan Supergroup In the bore well at Tilhar drilledup to 2226m and terminating within Mesozoic Lower Siwalik is absent and MiddleSiwalik Mesozoic boundary is represented by unconformity at 1698m (CGWBopcit) Based on seismological surveys bottom of Lower Siwaliks at PawayanDeokali (Banda block) Miranpur Katra and Banda has been inferred at 1604 30231642 and 2191m respectively (CGWB opcit)Generalized stratigraphic sequence is given in Table-7Table ndash7 Generalized Stratigraphic Sequence in and around Shahjahanpur District UP
Age Geologi-cal Units
Lithology Geomorphological Units LandformsHolocene NewerAlluvium Recent Alluvium (thickness 5-7m) - fluvial sediments fine tomedium loose micaceous sandwith minor siltActive Flood Plains ofGanga Ramganga GomtiGarra Khannaut BeghulDojara rivers
Point bar channelbar lateral barsandy flatsTerrace Alluvium (thickness 2-8m) ndash cyclic sequence of grey tolight khaki coloured silt clay andmicaceous sand thinly lami-nated occasionally oxidizedOlder Flood Plains ofrespective rivers presenton both thebanks as linearterraces
Abandonedchannelscut off meanderssandy flatsDisconformityMiddle toUpperPliestocene VaranasiOlderAlluvium(VOA)400 to ~600m thick multiplepolycyclic fining upwardsequence of oxidized silt clay andsand with subordinatekankar concretions at depth
Varanasi Older AlluvialPlain ndash the oldest unitcovering the highest level Sandy surface -Sand moundsridges amp flatsSilt-clay surface -PalaeochannelsTalsDisconformityTertiary SiwalikSupergroup (USMS amp LS)gt1100 to ~ 2700m thicksequence of sand sandstone andclay claystone (siltstone is alsopresent at Tilhar)
Not exposed in the area~~~~~~~~~~~~~~~~~~~~~~~~ Unconformity~~~~~~~~~~~~~~~~~~~~~~~~Pre Tertiary Basement rocks belonging to MesozoicPrecambrian Vindhyan Supergroup Not exposed in the area
41 HydrogeologyCentral Ground Water Board has carried out exploratory drilling in thedistrict up to the maximum depth of 456m ie mainly within older alluvium A totalof 10 exploratory wells and 1 slim hole have been drilled in the district so farLithological units are composed mainly of fine to medium and coarse sand gravelclay and kankar with sand being the dominant component Kankar is generallyassociated with clay capping (3-5m or more in thickness) existing all over the areaClay generally occurs in lenticular form in the upper parts and attains regionalcharacter at deeper levels Perusal of electrical logs of the wells apparently suggeststhat 4 aquifer groups exist at individual sites with top and bottom of individualaquifer group varying widely (CGWB 2012) However on the basis of fence diagramconstructed with the help of lithologs of different wells exhibiting disposition ofdifferent aquifers three aquifer groups separated by fairly thick clay beds can beidentified in the district down to the maximum explored depth (Table-8) Aconspicuous surface silty clay capping having 3-5m thickness or more also existsalmost over entire district Decreasing resistivity values may point to decreasinggranularity with depthTable-8 Summary of Aquifer Groups in Shahjahanpur District UP
(after CGWB 2006)
AquiferGroup
Average DepthDepth Range
Resistivity(Ohm-m)
RemarksI Ground level to 140-170m 50-60 Quality of water goodII 140 170-325 30-40 Quality of water goodIII Below 325 20-30 Quality of water good except in the deeperaquifer at Imaliya in the southern partwhere it is brackishGround water in shallow aquifer occurs under unconfined condition and istapped by dug wells and shallow borewells Tubewells drilled by State Governmentgenerally tap 30-40m thickness in this aquifer in the depth range of 70-130m withdischarge of 2400 to 3600 lpm (CGWB 2006) In deeper aquifers ground wateroccurs under semi-confined to confined conditions Exploratory wells drilled byCGWB tapping shallow or collectively shallow and deep aquifers have yields rangingfrom 1483-2074 lpm whereas the well tapping only second aquifer has yielded 904lpm (Tablemdash9 Appendix-I) Hydrogeological map of the district is presented inPlate-II
10
Table-9 Exploratory Drilling by CGWB in Shahjahanpur district UP(Summarized results in Appendix-)
Numberof EW
DepthRange(mbgl)
Yields(lpm)
Draw-downs (m)
Transmissivity(m2day)
Storativity
10 240-456 904 ndash 2074 242 ndash 2292 164 ndash 2010 3x10-342 Depth to Water LevelAs per data of Ground Water Monitoring Stations of CGWB and GWD UP for2012 water levels in the district range from 260 to 917 mbgl during pre-monsoonwith majority of wells falling between 3-7 mbgl During post-monsoon water levelsrange from 082 to 845 mbgl with large number of wells having water levelsbetween 2-5 mbgl Depth to water level contours for pre- and post-monsoon 2012are presented in Plate-III amp IV respectively43 Long-term Water Level TrendMajority of the CGWB monitoring wells analysed show declining water leveltrends for the period 2003-12 with range of decline 006-069 myr during pre-monsoon and 006-049 myr during post-monsoon (Table-11) Rising trends havealso been observed Maximum decline has been observed at Shahjahanpur bothduring pre-monsoon (069 myr) and post-monsoon (049 myr) which might beindicative of stress on ground water in urban area
Table-11 Summary of Long-term (2003-12) WL Trends in Shahjahanpur District
441 Quality of Ground Water in Phreatic AquiferCentral Ground water Board monitors ground water quality of phreaticaquifer through analysis of samples collected once a year (one sample from eachblock) Ground Water samples collected during 2011 show Electrical Conductivity
(EC) in the range of 335-750 micro-Siemenscm indicating that ground water is fresh inthe district Variation in EC over the area is illustrated through EC contours onHydrogeological Map of the district (ie Plate-II) Total hardness (as CaCo3) ranges
11
from 100-290 mgl Fluoride and Nitrate are within permissible limits (15 mgL amp45 mgL respectively) in all the samplesIn a survey carried out by UP Jal Nigam for arsenic in ground water in 8blocks of the district namely ndash Dadrol Jaitipur Jalalabad Katra Khutar MirzapurSindhauli and Tilhar arsenic has been detected in GW samples from all these blockswith some of the samples from 7 blocks having arsenic concentrations above 10 ppb(Table-12)Table-12 Summary of Survey Carried out by UP Jal Nigam for Arsenic in GW
Source Report on rsquoArsenic Toxicity in GW of UPrsquo by State Water Resource Agency Government of UP compiling results of UPJal Nigam survey
442 Quality of Ground Water in Deeper AquifersExploratory drilling in the district has revealed that the formation water isgenerally fresh in the deeper aquifers except at Imaliya in the southern part of thedistrict where it has been inferred as brackish in the aquifer occurring below 325m(CGWB 2012)45 Status of Ground Water DevelopmentAbout 80 area of the district is under agricultural use with paddy andwheat grown on large scale Net irrigated area is about 92 of the net sown area ofwhich 97 contribution comes from ground water Although there is fairly strongcanal network in the district irrigation is mainly ground water dependentthroughout the district (Table-3 amp 13) This is due to easy access to ground water aswater levels are not deep and ground water is directly under control of individualfarmer user
Table 13 Block-wise status of sources of irrigation in Shahjahanpur districtBlock Canallength(km) Govttube-well(No)Perma-nentwells(No)
Source website updesupnicin (Statistical Diary-2012 Table-23 Figures for 2010-11)Drinking water requirement of the district is met by UP Jal Nigam throughtubewells (Piped Water Supply Scheme) and India Mark II hand pumps As per UP JalNigam figures for 2011-12 2080 villages have India Mark II hand pumps benefitinga population of 1939404 There are 6 nos rural Piped Water Supply Schemes with 8tubewells catering to 7 villages in Kalan Banda Nigohi and Jalalabad blocks (source
office of Executive Engineer UPJN) In urban areas water supply is through 2666 HPsin 10 towns (Kanth Allahganj Khutar Powayan Tilhar Khudaganj Katra JalalabadShahjahanpur and Roza) and 45 TWs in 9 towns (all the above towns except Roza)catering to currently assessed population of 614750 (Source as above) Out of theabove 28 TWs and 1375 HPs are located in Shahjahanpur City alone46 Dynamic Ground Water Resources (as on 3132009)As per estimation of dynamic (12eplenishable) ground water resource ofShahjahanpur district (as on 3132009) all the blocks have been categorized aslsquoSafersquo (Plate-V Appendix-II) Keeping provision for future domestic and industrialrequirements availability of ground water for future irrigation development comesto 3514698 ham Summary of Dynamic GW Resource for the district is presented inTable-14
Table-14 Dynamic GW Resource Shahjahanpur district UP (as on 3132009)Net annual
The foregoing description of ground water scenario does not indicate any major
ground water problem in the district However following issues may require timely
attention in view of their potential adverse impact
51 Water Level Decline in Urban AreaAs indicated under Section 45 (Table-11) the only monitoring well showingconsiderable long term decline (69cmyr and 49cmyr during pre- and post-monsoon respectively) exists in Shahjahanpur City suggesting that ground water isunder stress mainly in the urban area52 Arsenic in Ground WaterSurvey by UP Jal Nigam in 8 blocks of the district has revealed presence ofarsenic in ground water above 10 ppb in 7 blocks namely - Dadrol JaitipurJalalabad Katra Khutar Sindhauli and Tilhar (Section 441 Table-12) Howeverarsenic concentrations above 50ppb have been observed only in 3 samples out oftotal 11936 GROUND WATER MANAGEMENT STRATEGY
61 Management of Ground Water DevelopmentThe present level of ground water development is 7527 in the districtleaving net ground water availability for future irrigation development as3514698ham All the 15 blocks have been categorized as lsquoSafersquo Average pre-monsoon water levels in all the blocks are shallower than 6mbgl Hence additionalirrigation potential can be judiciously exploited in all the blocks62 Ground Water Management in Urban areaDeclining water level trend in Shahjahanpur City requires timely attentionEmphasis is to be given to Roof Top Rain Water Harvesting (RTRWH) in buildingshouses industrial premises In this direction government should take initiatives forinstallation of RTRWH mechanisms in government buildings Campaigns to makepeople aware of the situation and to encourage them to use ground waterjudiciously as well as to take up RTRWH should be undertaken Efforts should bemade minimize transmission conveyance losses
14
63 Demarcation of Arsenic Affected AreaTill now only 8 blocks have been taken up by UP Jal Nigam for survey ofarsenic in ground water which has revealed presence of arsenic above 10ppb in 7blocks and above 50ppb only in 3 samples (out of total 1193) Further studies maybe taken up where arsenic above 50ppb has been found Other parts of the districtare also to be covered to demarcate the extent and magnitude of problem7 AWARENESS AND TRAINING ACTIVITYNo Mass Awareness Programme or Water Management Training Programmehas been organized by CGWB in Shahjahanpur district8 AREA NOTIFIED BY CGWANo area block of Shahjahanpur district has been notified by CGWA9 RECOMMENDATIONS
Management of Ground Water in Urban Area (Shahjahanpur City) Emphasis is to be given to Roof Top Rain Water Harvesting (RTRWH)in buildings houses industrial premises Government should take initiatives for installation of RTRWHmechanisms in government buildings Campaigns to make people aware of the situation and to encouragethem to use ground water judiciously as well as to take up RTRWH should beundertaken Efforts should be made minimize transmission losses
Arsenic in ground water Extent of the problem of arsenic in ground water should bedemarcated and its magnitude be ascertained
BIBLIOGRAPHY REFERENCE
CGWB 1997 Delineation of Deep Fresh Water Artesian Aquifers in GangaBasin by Singh BK Chandra PC and Srivastava MM CGWB Unpub ReportManuscript
CGWB 2000 Hydrogeology and Ground Water Potential ShahjahanpurDistrict CGWB Unpub Report
15
Singh OP and Nambiar KV 1993 Quaternary Geology and Geomrphologyof a part of Ganga Basin in Districts Badaun and Shahjahanpur Uttar PradeshGSI Unpub Report
Khan AU and Rawat BP 1993 Quaternary Geology and Geomorphology ofa part of Ganga Basin in parts of Bareilly Badaun Shahjahanpur and Pillibhitdistrict Uttar Pradesh GSI Unpub Report Srivastava AB and Gairola BM 1994 Quaternary Geology andGeomorphology of parts of Shahjahanpur Bareilly Pillibhit amp LakhimpurKheri districts Uttar Pradesh GSI Unpub Report Arsenic Toxicity in Ground Water of Uttar Pradesh - Technical Report ofSWaRA Government of UP District Sankhyiki Patrika available on website updesupnicin (UP Directorateof Economics amp Statistics) UP Jal Nigam website wwwupjnorg
Census India web site wwwcensusindiagovin
CGWB 2012 State Geophysical Report of Uttar Pradesh CGWB Unpub Report Brief Industrial Profile of Shahjahanpur District UP by MSME DevelopmentInstitute Kanpur Ministry of Micro Small amp Medium Enterprise Governmentof India (available on httpdcmsmegovindipsDIP20Shahjahanpurr20VK 20Bhatt20AD20EIpdf
16
17
18
19
20
21
APPENDIX-I
SlNo
LOCATION Block TYPE OFWELL
DEPTHDRILLED
(mbgl)
DEPTHCONS-
TRUCTED(mbgl)
AQUIFER ZONES TAPPED (mbgl) STATICWATERLEVEL(mbgl)
Total District 14863450 10681538 506788 11188326 667214 3514698 7527
6
coldest with mean daily maximum temperature during the former being 4050C andthat in latter 2190C The mean daily minimum temperatures during these monthsare 2530C and 850C respectively The normal annual rainfall (1901-70) averagedover 5 raingauge stations existing in the district is 10467mm The southwestmonsoon is active from mid or mid June to September with maximum rainfall(~87) taking place during this period August being the wettest month There isaverage 45 rainy days (days with rainfall of 25 mm or more) in a year Averagehumidity remains considerably high from July to September (745 - 805) and ishighest during the month of August3 DRAINAGE SOIL GEOMORPHOLOGY amp GEOLOGY
31 Drainage amp SoilRamganga river which flows NNW-SSE in the western part of the districtforms the principal drainage Southwestern periphery is drained by the river GangaOther important rivers are Garra Khannaut Bahgul Jokhal and Kathana River Garradivides the district into almost equal halvesSoils in the district are deep and well drained with loamy surface In thenortheastern part the soils are mainly fine silty to coarse loamy whereas insouthwestern part they are mainly fine to coarse loamy and calcareous (based onSoil Map published by NBSS amp LUP)32 GeomorphologyShahjahanpur district forms part of Central Ganga Plains in the upper GangaBasin exhibiting monotonous flat topography with master slope towards south andsoutheast Northern part of the district merges imperceptibly into Terai marked bythick forests and marshy lands Ground elevation generally ranges from 148-172masl The area can be divided into two broad geomorphic units (Srivastava ampGairola 1993) an upland ndash the Varanasi Older Alluvium (VOA) Plain (Bhangersurface) and the low land ndash the flood plain (Khadar surface) The former is the oldestgeomorphic unit covering major part of the area occupying interfluve zones abovethe general flood level of different rivers The elevation of Varanasi Older AlluviumPlain which in most part has homogenous flattish topography varies from 159 to172mamsl with general southward slope The surface hosts a number ofpalaeochannels and tals Based on lithology the plain can be subdivided into sandy
7
and silty-clayey surfaces The Khadar surface (low land) can be further subdividedinto Older Flood Plains of Ganga Ramganga Garra Gomati Khannaut KatniBahhul Dojara rivers and Active Flood Plains of these rivers In major part thereare two levels of Terrace in Older Flood Plains The higher level Terrace is anerosional surface over the Varanasi Older Alluvium whereas the lower levelTerraces is made up of Terrace Alluvium33 GeologyThe district is underlain by thick pile of Quaternary alluvial depositsdeposited over Siwalik Supergroup which in turn overlies Vindhyan SupergroupunconformablyThe Newer Alluvium occurs along the courses of major streams formingwedge shaped cover The formation consists of fine to medium sand silt with thinclay lenses Terrace Alluvium of different rivers exhibits different characteristics InRamganga basin it is alternate sequence of fine sand and medium grey micaceoussand in Garra river thin khaki silty clay alternating with thick fine medium grainedgrey micaceous sand whereas in Ganga the top layer of Terrace Alluvium is ofblackish clay siltThe Older Alluvium is a thick polycyclic fining upward sequence of oxidizedsilt clay and sand with subordinate kankar concretions Bore well data of ONGCwells at Tilhar Shahjahanpur and Puranpur (adjoining Pilibhit district) (compiledand discussed in CGWB 1997) suggests that this alluvium is 400-590m thick andrests over upper SiwalikSedimentation of Varanasi older alluvium possibly began during MiddlePleistocene in the basin formed over the Siwalik Super group with the risingHimalaya due to post Upper Siwalik upliftment of Himalaya (Singh amp Nambiar1993) The advent of Holocene heralded the change of climate from cold arid towarm humid which brought about the next cycle of sedimentation represented byTerrace Alluvium This is also the period of formation of wide erosional terraces Thedeposition of third generation of quaternary sedimentation is still on andrepresented by point bar and channel bar deposits of recent alluviumThe basement for Quaternary sediments is not exposed in the districtBasement rocks in the area are concealed under thick pile of Quaternary sedimentsAs per the bore well data of deep boreholes drilled by ONGC at Tilhar Shahjahanpur
8
and Puranpur (adjoining Pilibhit district) in Puranpur depression of Ganga Basinthe Upper Siwaliks (US) consisting of sand sandstone and clay claystone form theconcealed basement for Quaternary sediments (CGWB 1997) The lithologicaldistinction between VOA and Siwalik sediments however is not very perceptibleand the hiatus between the two entities is also not reflected in ONGC lithologs TheSiwalik Supergroup comprising of Upper Siwalik (US) Middle Siwalik (MS) andLower Siwalik (LS) in turn rests unconformably over northern sloping basement ofVindhyan Supergroup encountered in Shahjahanpur and Puranpur bore wells at1839m and 3120m respectively At Puranpur an additional unit of sedimentaries ofabout 52m thickness comprising of ferruginous oolitic rock laterite and clay alsooccurs between Siwalik and Vindhyan Supergroup In the bore well at Tilhar drilledup to 2226m and terminating within Mesozoic Lower Siwalik is absent and MiddleSiwalik Mesozoic boundary is represented by unconformity at 1698m (CGWBopcit) Based on seismological surveys bottom of Lower Siwaliks at PawayanDeokali (Banda block) Miranpur Katra and Banda has been inferred at 1604 30231642 and 2191m respectively (CGWB opcit)Generalized stratigraphic sequence is given in Table-7Table ndash7 Generalized Stratigraphic Sequence in and around Shahjahanpur District UP
Age Geologi-cal Units
Lithology Geomorphological Units LandformsHolocene NewerAlluvium Recent Alluvium (thickness 5-7m) - fluvial sediments fine tomedium loose micaceous sandwith minor siltActive Flood Plains ofGanga Ramganga GomtiGarra Khannaut BeghulDojara rivers
Point bar channelbar lateral barsandy flatsTerrace Alluvium (thickness 2-8m) ndash cyclic sequence of grey tolight khaki coloured silt clay andmicaceous sand thinly lami-nated occasionally oxidizedOlder Flood Plains ofrespective rivers presenton both thebanks as linearterraces
Abandonedchannelscut off meanderssandy flatsDisconformityMiddle toUpperPliestocene VaranasiOlderAlluvium(VOA)400 to ~600m thick multiplepolycyclic fining upwardsequence of oxidized silt clay andsand with subordinatekankar concretions at depth
Varanasi Older AlluvialPlain ndash the oldest unitcovering the highest level Sandy surface -Sand moundsridges amp flatsSilt-clay surface -PalaeochannelsTalsDisconformityTertiary SiwalikSupergroup (USMS amp LS)gt1100 to ~ 2700m thicksequence of sand sandstone andclay claystone (siltstone is alsopresent at Tilhar)
Not exposed in the area~~~~~~~~~~~~~~~~~~~~~~~~ Unconformity~~~~~~~~~~~~~~~~~~~~~~~~Pre Tertiary Basement rocks belonging to MesozoicPrecambrian Vindhyan Supergroup Not exposed in the area
41 HydrogeologyCentral Ground Water Board has carried out exploratory drilling in thedistrict up to the maximum depth of 456m ie mainly within older alluvium A totalof 10 exploratory wells and 1 slim hole have been drilled in the district so farLithological units are composed mainly of fine to medium and coarse sand gravelclay and kankar with sand being the dominant component Kankar is generallyassociated with clay capping (3-5m or more in thickness) existing all over the areaClay generally occurs in lenticular form in the upper parts and attains regionalcharacter at deeper levels Perusal of electrical logs of the wells apparently suggeststhat 4 aquifer groups exist at individual sites with top and bottom of individualaquifer group varying widely (CGWB 2012) However on the basis of fence diagramconstructed with the help of lithologs of different wells exhibiting disposition ofdifferent aquifers three aquifer groups separated by fairly thick clay beds can beidentified in the district down to the maximum explored depth (Table-8) Aconspicuous surface silty clay capping having 3-5m thickness or more also existsalmost over entire district Decreasing resistivity values may point to decreasinggranularity with depthTable-8 Summary of Aquifer Groups in Shahjahanpur District UP
(after CGWB 2006)
AquiferGroup
Average DepthDepth Range
Resistivity(Ohm-m)
RemarksI Ground level to 140-170m 50-60 Quality of water goodII 140 170-325 30-40 Quality of water goodIII Below 325 20-30 Quality of water good except in the deeperaquifer at Imaliya in the southern partwhere it is brackishGround water in shallow aquifer occurs under unconfined condition and istapped by dug wells and shallow borewells Tubewells drilled by State Governmentgenerally tap 30-40m thickness in this aquifer in the depth range of 70-130m withdischarge of 2400 to 3600 lpm (CGWB 2006) In deeper aquifers ground wateroccurs under semi-confined to confined conditions Exploratory wells drilled byCGWB tapping shallow or collectively shallow and deep aquifers have yields rangingfrom 1483-2074 lpm whereas the well tapping only second aquifer has yielded 904lpm (Tablemdash9 Appendix-I) Hydrogeological map of the district is presented inPlate-II
10
Table-9 Exploratory Drilling by CGWB in Shahjahanpur district UP(Summarized results in Appendix-)
Numberof EW
DepthRange(mbgl)
Yields(lpm)
Draw-downs (m)
Transmissivity(m2day)
Storativity
10 240-456 904 ndash 2074 242 ndash 2292 164 ndash 2010 3x10-342 Depth to Water LevelAs per data of Ground Water Monitoring Stations of CGWB and GWD UP for2012 water levels in the district range from 260 to 917 mbgl during pre-monsoonwith majority of wells falling between 3-7 mbgl During post-monsoon water levelsrange from 082 to 845 mbgl with large number of wells having water levelsbetween 2-5 mbgl Depth to water level contours for pre- and post-monsoon 2012are presented in Plate-III amp IV respectively43 Long-term Water Level TrendMajority of the CGWB monitoring wells analysed show declining water leveltrends for the period 2003-12 with range of decline 006-069 myr during pre-monsoon and 006-049 myr during post-monsoon (Table-11) Rising trends havealso been observed Maximum decline has been observed at Shahjahanpur bothduring pre-monsoon (069 myr) and post-monsoon (049 myr) which might beindicative of stress on ground water in urban area
Table-11 Summary of Long-term (2003-12) WL Trends in Shahjahanpur District
441 Quality of Ground Water in Phreatic AquiferCentral Ground water Board monitors ground water quality of phreaticaquifer through analysis of samples collected once a year (one sample from eachblock) Ground Water samples collected during 2011 show Electrical Conductivity
(EC) in the range of 335-750 micro-Siemenscm indicating that ground water is fresh inthe district Variation in EC over the area is illustrated through EC contours onHydrogeological Map of the district (ie Plate-II) Total hardness (as CaCo3) ranges
11
from 100-290 mgl Fluoride and Nitrate are within permissible limits (15 mgL amp45 mgL respectively) in all the samplesIn a survey carried out by UP Jal Nigam for arsenic in ground water in 8blocks of the district namely ndash Dadrol Jaitipur Jalalabad Katra Khutar MirzapurSindhauli and Tilhar arsenic has been detected in GW samples from all these blockswith some of the samples from 7 blocks having arsenic concentrations above 10 ppb(Table-12)Table-12 Summary of Survey Carried out by UP Jal Nigam for Arsenic in GW
Source Report on rsquoArsenic Toxicity in GW of UPrsquo by State Water Resource Agency Government of UP compiling results of UPJal Nigam survey
442 Quality of Ground Water in Deeper AquifersExploratory drilling in the district has revealed that the formation water isgenerally fresh in the deeper aquifers except at Imaliya in the southern part of thedistrict where it has been inferred as brackish in the aquifer occurring below 325m(CGWB 2012)45 Status of Ground Water DevelopmentAbout 80 area of the district is under agricultural use with paddy andwheat grown on large scale Net irrigated area is about 92 of the net sown area ofwhich 97 contribution comes from ground water Although there is fairly strongcanal network in the district irrigation is mainly ground water dependentthroughout the district (Table-3 amp 13) This is due to easy access to ground water aswater levels are not deep and ground water is directly under control of individualfarmer user
Table 13 Block-wise status of sources of irrigation in Shahjahanpur districtBlock Canallength(km) Govttube-well(No)Perma-nentwells(No)
Source website updesupnicin (Statistical Diary-2012 Table-23 Figures for 2010-11)Drinking water requirement of the district is met by UP Jal Nigam throughtubewells (Piped Water Supply Scheme) and India Mark II hand pumps As per UP JalNigam figures for 2011-12 2080 villages have India Mark II hand pumps benefitinga population of 1939404 There are 6 nos rural Piped Water Supply Schemes with 8tubewells catering to 7 villages in Kalan Banda Nigohi and Jalalabad blocks (source
office of Executive Engineer UPJN) In urban areas water supply is through 2666 HPsin 10 towns (Kanth Allahganj Khutar Powayan Tilhar Khudaganj Katra JalalabadShahjahanpur and Roza) and 45 TWs in 9 towns (all the above towns except Roza)catering to currently assessed population of 614750 (Source as above) Out of theabove 28 TWs and 1375 HPs are located in Shahjahanpur City alone46 Dynamic Ground Water Resources (as on 3132009)As per estimation of dynamic (12eplenishable) ground water resource ofShahjahanpur district (as on 3132009) all the blocks have been categorized aslsquoSafersquo (Plate-V Appendix-II) Keeping provision for future domestic and industrialrequirements availability of ground water for future irrigation development comesto 3514698 ham Summary of Dynamic GW Resource for the district is presented inTable-14
Table-14 Dynamic GW Resource Shahjahanpur district UP (as on 3132009)Net annual
The foregoing description of ground water scenario does not indicate any major
ground water problem in the district However following issues may require timely
attention in view of their potential adverse impact
51 Water Level Decline in Urban AreaAs indicated under Section 45 (Table-11) the only monitoring well showingconsiderable long term decline (69cmyr and 49cmyr during pre- and post-monsoon respectively) exists in Shahjahanpur City suggesting that ground water isunder stress mainly in the urban area52 Arsenic in Ground WaterSurvey by UP Jal Nigam in 8 blocks of the district has revealed presence ofarsenic in ground water above 10 ppb in 7 blocks namely - Dadrol JaitipurJalalabad Katra Khutar Sindhauli and Tilhar (Section 441 Table-12) Howeverarsenic concentrations above 50ppb have been observed only in 3 samples out oftotal 11936 GROUND WATER MANAGEMENT STRATEGY
61 Management of Ground Water DevelopmentThe present level of ground water development is 7527 in the districtleaving net ground water availability for future irrigation development as3514698ham All the 15 blocks have been categorized as lsquoSafersquo Average pre-monsoon water levels in all the blocks are shallower than 6mbgl Hence additionalirrigation potential can be judiciously exploited in all the blocks62 Ground Water Management in Urban areaDeclining water level trend in Shahjahanpur City requires timely attentionEmphasis is to be given to Roof Top Rain Water Harvesting (RTRWH) in buildingshouses industrial premises In this direction government should take initiatives forinstallation of RTRWH mechanisms in government buildings Campaigns to makepeople aware of the situation and to encourage them to use ground waterjudiciously as well as to take up RTRWH should be undertaken Efforts should bemade minimize transmission conveyance losses
14
63 Demarcation of Arsenic Affected AreaTill now only 8 blocks have been taken up by UP Jal Nigam for survey ofarsenic in ground water which has revealed presence of arsenic above 10ppb in 7blocks and above 50ppb only in 3 samples (out of total 1193) Further studies maybe taken up where arsenic above 50ppb has been found Other parts of the districtare also to be covered to demarcate the extent and magnitude of problem7 AWARENESS AND TRAINING ACTIVITYNo Mass Awareness Programme or Water Management Training Programmehas been organized by CGWB in Shahjahanpur district8 AREA NOTIFIED BY CGWANo area block of Shahjahanpur district has been notified by CGWA9 RECOMMENDATIONS
Management of Ground Water in Urban Area (Shahjahanpur City) Emphasis is to be given to Roof Top Rain Water Harvesting (RTRWH)in buildings houses industrial premises Government should take initiatives for installation of RTRWHmechanisms in government buildings Campaigns to make people aware of the situation and to encouragethem to use ground water judiciously as well as to take up RTRWH should beundertaken Efforts should be made minimize transmission losses
Arsenic in ground water Extent of the problem of arsenic in ground water should bedemarcated and its magnitude be ascertained
BIBLIOGRAPHY REFERENCE
CGWB 1997 Delineation of Deep Fresh Water Artesian Aquifers in GangaBasin by Singh BK Chandra PC and Srivastava MM CGWB Unpub ReportManuscript
CGWB 2000 Hydrogeology and Ground Water Potential ShahjahanpurDistrict CGWB Unpub Report
15
Singh OP and Nambiar KV 1993 Quaternary Geology and Geomrphologyof a part of Ganga Basin in Districts Badaun and Shahjahanpur Uttar PradeshGSI Unpub Report
Khan AU and Rawat BP 1993 Quaternary Geology and Geomorphology ofa part of Ganga Basin in parts of Bareilly Badaun Shahjahanpur and Pillibhitdistrict Uttar Pradesh GSI Unpub Report Srivastava AB and Gairola BM 1994 Quaternary Geology andGeomorphology of parts of Shahjahanpur Bareilly Pillibhit amp LakhimpurKheri districts Uttar Pradesh GSI Unpub Report Arsenic Toxicity in Ground Water of Uttar Pradesh - Technical Report ofSWaRA Government of UP District Sankhyiki Patrika available on website updesupnicin (UP Directorateof Economics amp Statistics) UP Jal Nigam website wwwupjnorg
Census India web site wwwcensusindiagovin
CGWB 2012 State Geophysical Report of Uttar Pradesh CGWB Unpub Report Brief Industrial Profile of Shahjahanpur District UP by MSME DevelopmentInstitute Kanpur Ministry of Micro Small amp Medium Enterprise Governmentof India (available on httpdcmsmegovindipsDIP20Shahjahanpurr20VK 20Bhatt20AD20EIpdf
16
17
18
19
20
21
APPENDIX-I
SlNo
LOCATION Block TYPE OFWELL
DEPTHDRILLED
(mbgl)
DEPTHCONS-
TRUCTED(mbgl)
AQUIFER ZONES TAPPED (mbgl) STATICWATERLEVEL(mbgl)
Total District 14863450 10681538 506788 11188326 667214 3514698 7527
7
and silty-clayey surfaces The Khadar surface (low land) can be further subdividedinto Older Flood Plains of Ganga Ramganga Garra Gomati Khannaut KatniBahhul Dojara rivers and Active Flood Plains of these rivers In major part thereare two levels of Terrace in Older Flood Plains The higher level Terrace is anerosional surface over the Varanasi Older Alluvium whereas the lower levelTerraces is made up of Terrace Alluvium33 GeologyThe district is underlain by thick pile of Quaternary alluvial depositsdeposited over Siwalik Supergroup which in turn overlies Vindhyan SupergroupunconformablyThe Newer Alluvium occurs along the courses of major streams formingwedge shaped cover The formation consists of fine to medium sand silt with thinclay lenses Terrace Alluvium of different rivers exhibits different characteristics InRamganga basin it is alternate sequence of fine sand and medium grey micaceoussand in Garra river thin khaki silty clay alternating with thick fine medium grainedgrey micaceous sand whereas in Ganga the top layer of Terrace Alluvium is ofblackish clay siltThe Older Alluvium is a thick polycyclic fining upward sequence of oxidizedsilt clay and sand with subordinate kankar concretions Bore well data of ONGCwells at Tilhar Shahjahanpur and Puranpur (adjoining Pilibhit district) (compiledand discussed in CGWB 1997) suggests that this alluvium is 400-590m thick andrests over upper SiwalikSedimentation of Varanasi older alluvium possibly began during MiddlePleistocene in the basin formed over the Siwalik Super group with the risingHimalaya due to post Upper Siwalik upliftment of Himalaya (Singh amp Nambiar1993) The advent of Holocene heralded the change of climate from cold arid towarm humid which brought about the next cycle of sedimentation represented byTerrace Alluvium This is also the period of formation of wide erosional terraces Thedeposition of third generation of quaternary sedimentation is still on andrepresented by point bar and channel bar deposits of recent alluviumThe basement for Quaternary sediments is not exposed in the districtBasement rocks in the area are concealed under thick pile of Quaternary sedimentsAs per the bore well data of deep boreholes drilled by ONGC at Tilhar Shahjahanpur
8
and Puranpur (adjoining Pilibhit district) in Puranpur depression of Ganga Basinthe Upper Siwaliks (US) consisting of sand sandstone and clay claystone form theconcealed basement for Quaternary sediments (CGWB 1997) The lithologicaldistinction between VOA and Siwalik sediments however is not very perceptibleand the hiatus between the two entities is also not reflected in ONGC lithologs TheSiwalik Supergroup comprising of Upper Siwalik (US) Middle Siwalik (MS) andLower Siwalik (LS) in turn rests unconformably over northern sloping basement ofVindhyan Supergroup encountered in Shahjahanpur and Puranpur bore wells at1839m and 3120m respectively At Puranpur an additional unit of sedimentaries ofabout 52m thickness comprising of ferruginous oolitic rock laterite and clay alsooccurs between Siwalik and Vindhyan Supergroup In the bore well at Tilhar drilledup to 2226m and terminating within Mesozoic Lower Siwalik is absent and MiddleSiwalik Mesozoic boundary is represented by unconformity at 1698m (CGWBopcit) Based on seismological surveys bottom of Lower Siwaliks at PawayanDeokali (Banda block) Miranpur Katra and Banda has been inferred at 1604 30231642 and 2191m respectively (CGWB opcit)Generalized stratigraphic sequence is given in Table-7Table ndash7 Generalized Stratigraphic Sequence in and around Shahjahanpur District UP
Age Geologi-cal Units
Lithology Geomorphological Units LandformsHolocene NewerAlluvium Recent Alluvium (thickness 5-7m) - fluvial sediments fine tomedium loose micaceous sandwith minor siltActive Flood Plains ofGanga Ramganga GomtiGarra Khannaut BeghulDojara rivers
Point bar channelbar lateral barsandy flatsTerrace Alluvium (thickness 2-8m) ndash cyclic sequence of grey tolight khaki coloured silt clay andmicaceous sand thinly lami-nated occasionally oxidizedOlder Flood Plains ofrespective rivers presenton both thebanks as linearterraces
Abandonedchannelscut off meanderssandy flatsDisconformityMiddle toUpperPliestocene VaranasiOlderAlluvium(VOA)400 to ~600m thick multiplepolycyclic fining upwardsequence of oxidized silt clay andsand with subordinatekankar concretions at depth
Varanasi Older AlluvialPlain ndash the oldest unitcovering the highest level Sandy surface -Sand moundsridges amp flatsSilt-clay surface -PalaeochannelsTalsDisconformityTertiary SiwalikSupergroup (USMS amp LS)gt1100 to ~ 2700m thicksequence of sand sandstone andclay claystone (siltstone is alsopresent at Tilhar)
Not exposed in the area~~~~~~~~~~~~~~~~~~~~~~~~ Unconformity~~~~~~~~~~~~~~~~~~~~~~~~Pre Tertiary Basement rocks belonging to MesozoicPrecambrian Vindhyan Supergroup Not exposed in the area
41 HydrogeologyCentral Ground Water Board has carried out exploratory drilling in thedistrict up to the maximum depth of 456m ie mainly within older alluvium A totalof 10 exploratory wells and 1 slim hole have been drilled in the district so farLithological units are composed mainly of fine to medium and coarse sand gravelclay and kankar with sand being the dominant component Kankar is generallyassociated with clay capping (3-5m or more in thickness) existing all over the areaClay generally occurs in lenticular form in the upper parts and attains regionalcharacter at deeper levels Perusal of electrical logs of the wells apparently suggeststhat 4 aquifer groups exist at individual sites with top and bottom of individualaquifer group varying widely (CGWB 2012) However on the basis of fence diagramconstructed with the help of lithologs of different wells exhibiting disposition ofdifferent aquifers three aquifer groups separated by fairly thick clay beds can beidentified in the district down to the maximum explored depth (Table-8) Aconspicuous surface silty clay capping having 3-5m thickness or more also existsalmost over entire district Decreasing resistivity values may point to decreasinggranularity with depthTable-8 Summary of Aquifer Groups in Shahjahanpur District UP
(after CGWB 2006)
AquiferGroup
Average DepthDepth Range
Resistivity(Ohm-m)
RemarksI Ground level to 140-170m 50-60 Quality of water goodII 140 170-325 30-40 Quality of water goodIII Below 325 20-30 Quality of water good except in the deeperaquifer at Imaliya in the southern partwhere it is brackishGround water in shallow aquifer occurs under unconfined condition and istapped by dug wells and shallow borewells Tubewells drilled by State Governmentgenerally tap 30-40m thickness in this aquifer in the depth range of 70-130m withdischarge of 2400 to 3600 lpm (CGWB 2006) In deeper aquifers ground wateroccurs under semi-confined to confined conditions Exploratory wells drilled byCGWB tapping shallow or collectively shallow and deep aquifers have yields rangingfrom 1483-2074 lpm whereas the well tapping only second aquifer has yielded 904lpm (Tablemdash9 Appendix-I) Hydrogeological map of the district is presented inPlate-II
10
Table-9 Exploratory Drilling by CGWB in Shahjahanpur district UP(Summarized results in Appendix-)
Numberof EW
DepthRange(mbgl)
Yields(lpm)
Draw-downs (m)
Transmissivity(m2day)
Storativity
10 240-456 904 ndash 2074 242 ndash 2292 164 ndash 2010 3x10-342 Depth to Water LevelAs per data of Ground Water Monitoring Stations of CGWB and GWD UP for2012 water levels in the district range from 260 to 917 mbgl during pre-monsoonwith majority of wells falling between 3-7 mbgl During post-monsoon water levelsrange from 082 to 845 mbgl with large number of wells having water levelsbetween 2-5 mbgl Depth to water level contours for pre- and post-monsoon 2012are presented in Plate-III amp IV respectively43 Long-term Water Level TrendMajority of the CGWB monitoring wells analysed show declining water leveltrends for the period 2003-12 with range of decline 006-069 myr during pre-monsoon and 006-049 myr during post-monsoon (Table-11) Rising trends havealso been observed Maximum decline has been observed at Shahjahanpur bothduring pre-monsoon (069 myr) and post-monsoon (049 myr) which might beindicative of stress on ground water in urban area
Table-11 Summary of Long-term (2003-12) WL Trends in Shahjahanpur District
441 Quality of Ground Water in Phreatic AquiferCentral Ground water Board monitors ground water quality of phreaticaquifer through analysis of samples collected once a year (one sample from eachblock) Ground Water samples collected during 2011 show Electrical Conductivity
(EC) in the range of 335-750 micro-Siemenscm indicating that ground water is fresh inthe district Variation in EC over the area is illustrated through EC contours onHydrogeological Map of the district (ie Plate-II) Total hardness (as CaCo3) ranges
11
from 100-290 mgl Fluoride and Nitrate are within permissible limits (15 mgL amp45 mgL respectively) in all the samplesIn a survey carried out by UP Jal Nigam for arsenic in ground water in 8blocks of the district namely ndash Dadrol Jaitipur Jalalabad Katra Khutar MirzapurSindhauli and Tilhar arsenic has been detected in GW samples from all these blockswith some of the samples from 7 blocks having arsenic concentrations above 10 ppb(Table-12)Table-12 Summary of Survey Carried out by UP Jal Nigam for Arsenic in GW
Source Report on rsquoArsenic Toxicity in GW of UPrsquo by State Water Resource Agency Government of UP compiling results of UPJal Nigam survey
442 Quality of Ground Water in Deeper AquifersExploratory drilling in the district has revealed that the formation water isgenerally fresh in the deeper aquifers except at Imaliya in the southern part of thedistrict where it has been inferred as brackish in the aquifer occurring below 325m(CGWB 2012)45 Status of Ground Water DevelopmentAbout 80 area of the district is under agricultural use with paddy andwheat grown on large scale Net irrigated area is about 92 of the net sown area ofwhich 97 contribution comes from ground water Although there is fairly strongcanal network in the district irrigation is mainly ground water dependentthroughout the district (Table-3 amp 13) This is due to easy access to ground water aswater levels are not deep and ground water is directly under control of individualfarmer user
Table 13 Block-wise status of sources of irrigation in Shahjahanpur districtBlock Canallength(km) Govttube-well(No)Perma-nentwells(No)
Source website updesupnicin (Statistical Diary-2012 Table-23 Figures for 2010-11)Drinking water requirement of the district is met by UP Jal Nigam throughtubewells (Piped Water Supply Scheme) and India Mark II hand pumps As per UP JalNigam figures for 2011-12 2080 villages have India Mark II hand pumps benefitinga population of 1939404 There are 6 nos rural Piped Water Supply Schemes with 8tubewells catering to 7 villages in Kalan Banda Nigohi and Jalalabad blocks (source
office of Executive Engineer UPJN) In urban areas water supply is through 2666 HPsin 10 towns (Kanth Allahganj Khutar Powayan Tilhar Khudaganj Katra JalalabadShahjahanpur and Roza) and 45 TWs in 9 towns (all the above towns except Roza)catering to currently assessed population of 614750 (Source as above) Out of theabove 28 TWs and 1375 HPs are located in Shahjahanpur City alone46 Dynamic Ground Water Resources (as on 3132009)As per estimation of dynamic (12eplenishable) ground water resource ofShahjahanpur district (as on 3132009) all the blocks have been categorized aslsquoSafersquo (Plate-V Appendix-II) Keeping provision for future domestic and industrialrequirements availability of ground water for future irrigation development comesto 3514698 ham Summary of Dynamic GW Resource for the district is presented inTable-14
Table-14 Dynamic GW Resource Shahjahanpur district UP (as on 3132009)Net annual
The foregoing description of ground water scenario does not indicate any major
ground water problem in the district However following issues may require timely
attention in view of their potential adverse impact
51 Water Level Decline in Urban AreaAs indicated under Section 45 (Table-11) the only monitoring well showingconsiderable long term decline (69cmyr and 49cmyr during pre- and post-monsoon respectively) exists in Shahjahanpur City suggesting that ground water isunder stress mainly in the urban area52 Arsenic in Ground WaterSurvey by UP Jal Nigam in 8 blocks of the district has revealed presence ofarsenic in ground water above 10 ppb in 7 blocks namely - Dadrol JaitipurJalalabad Katra Khutar Sindhauli and Tilhar (Section 441 Table-12) Howeverarsenic concentrations above 50ppb have been observed only in 3 samples out oftotal 11936 GROUND WATER MANAGEMENT STRATEGY
61 Management of Ground Water DevelopmentThe present level of ground water development is 7527 in the districtleaving net ground water availability for future irrigation development as3514698ham All the 15 blocks have been categorized as lsquoSafersquo Average pre-monsoon water levels in all the blocks are shallower than 6mbgl Hence additionalirrigation potential can be judiciously exploited in all the blocks62 Ground Water Management in Urban areaDeclining water level trend in Shahjahanpur City requires timely attentionEmphasis is to be given to Roof Top Rain Water Harvesting (RTRWH) in buildingshouses industrial premises In this direction government should take initiatives forinstallation of RTRWH mechanisms in government buildings Campaigns to makepeople aware of the situation and to encourage them to use ground waterjudiciously as well as to take up RTRWH should be undertaken Efforts should bemade minimize transmission conveyance losses
14
63 Demarcation of Arsenic Affected AreaTill now only 8 blocks have been taken up by UP Jal Nigam for survey ofarsenic in ground water which has revealed presence of arsenic above 10ppb in 7blocks and above 50ppb only in 3 samples (out of total 1193) Further studies maybe taken up where arsenic above 50ppb has been found Other parts of the districtare also to be covered to demarcate the extent and magnitude of problem7 AWARENESS AND TRAINING ACTIVITYNo Mass Awareness Programme or Water Management Training Programmehas been organized by CGWB in Shahjahanpur district8 AREA NOTIFIED BY CGWANo area block of Shahjahanpur district has been notified by CGWA9 RECOMMENDATIONS
Management of Ground Water in Urban Area (Shahjahanpur City) Emphasis is to be given to Roof Top Rain Water Harvesting (RTRWH)in buildings houses industrial premises Government should take initiatives for installation of RTRWHmechanisms in government buildings Campaigns to make people aware of the situation and to encouragethem to use ground water judiciously as well as to take up RTRWH should beundertaken Efforts should be made minimize transmission losses
Arsenic in ground water Extent of the problem of arsenic in ground water should bedemarcated and its magnitude be ascertained
BIBLIOGRAPHY REFERENCE
CGWB 1997 Delineation of Deep Fresh Water Artesian Aquifers in GangaBasin by Singh BK Chandra PC and Srivastava MM CGWB Unpub ReportManuscript
CGWB 2000 Hydrogeology and Ground Water Potential ShahjahanpurDistrict CGWB Unpub Report
15
Singh OP and Nambiar KV 1993 Quaternary Geology and Geomrphologyof a part of Ganga Basin in Districts Badaun and Shahjahanpur Uttar PradeshGSI Unpub Report
Khan AU and Rawat BP 1993 Quaternary Geology and Geomorphology ofa part of Ganga Basin in parts of Bareilly Badaun Shahjahanpur and Pillibhitdistrict Uttar Pradesh GSI Unpub Report Srivastava AB and Gairola BM 1994 Quaternary Geology andGeomorphology of parts of Shahjahanpur Bareilly Pillibhit amp LakhimpurKheri districts Uttar Pradesh GSI Unpub Report Arsenic Toxicity in Ground Water of Uttar Pradesh - Technical Report ofSWaRA Government of UP District Sankhyiki Patrika available on website updesupnicin (UP Directorateof Economics amp Statistics) UP Jal Nigam website wwwupjnorg
Census India web site wwwcensusindiagovin
CGWB 2012 State Geophysical Report of Uttar Pradesh CGWB Unpub Report Brief Industrial Profile of Shahjahanpur District UP by MSME DevelopmentInstitute Kanpur Ministry of Micro Small amp Medium Enterprise Governmentof India (available on httpdcmsmegovindipsDIP20Shahjahanpurr20VK 20Bhatt20AD20EIpdf
16
17
18
19
20
21
APPENDIX-I
SlNo
LOCATION Block TYPE OFWELL
DEPTHDRILLED
(mbgl)
DEPTHCONS-
TRUCTED(mbgl)
AQUIFER ZONES TAPPED (mbgl) STATICWATERLEVEL(mbgl)
Total District 14863450 10681538 506788 11188326 667214 3514698 7527
8
and Puranpur (adjoining Pilibhit district) in Puranpur depression of Ganga Basinthe Upper Siwaliks (US) consisting of sand sandstone and clay claystone form theconcealed basement for Quaternary sediments (CGWB 1997) The lithologicaldistinction between VOA and Siwalik sediments however is not very perceptibleand the hiatus between the two entities is also not reflected in ONGC lithologs TheSiwalik Supergroup comprising of Upper Siwalik (US) Middle Siwalik (MS) andLower Siwalik (LS) in turn rests unconformably over northern sloping basement ofVindhyan Supergroup encountered in Shahjahanpur and Puranpur bore wells at1839m and 3120m respectively At Puranpur an additional unit of sedimentaries ofabout 52m thickness comprising of ferruginous oolitic rock laterite and clay alsooccurs between Siwalik and Vindhyan Supergroup In the bore well at Tilhar drilledup to 2226m and terminating within Mesozoic Lower Siwalik is absent and MiddleSiwalik Mesozoic boundary is represented by unconformity at 1698m (CGWBopcit) Based on seismological surveys bottom of Lower Siwaliks at PawayanDeokali (Banda block) Miranpur Katra and Banda has been inferred at 1604 30231642 and 2191m respectively (CGWB opcit)Generalized stratigraphic sequence is given in Table-7Table ndash7 Generalized Stratigraphic Sequence in and around Shahjahanpur District UP
Age Geologi-cal Units
Lithology Geomorphological Units LandformsHolocene NewerAlluvium Recent Alluvium (thickness 5-7m) - fluvial sediments fine tomedium loose micaceous sandwith minor siltActive Flood Plains ofGanga Ramganga GomtiGarra Khannaut BeghulDojara rivers
Point bar channelbar lateral barsandy flatsTerrace Alluvium (thickness 2-8m) ndash cyclic sequence of grey tolight khaki coloured silt clay andmicaceous sand thinly lami-nated occasionally oxidizedOlder Flood Plains ofrespective rivers presenton both thebanks as linearterraces
Abandonedchannelscut off meanderssandy flatsDisconformityMiddle toUpperPliestocene VaranasiOlderAlluvium(VOA)400 to ~600m thick multiplepolycyclic fining upwardsequence of oxidized silt clay andsand with subordinatekankar concretions at depth
Varanasi Older AlluvialPlain ndash the oldest unitcovering the highest level Sandy surface -Sand moundsridges amp flatsSilt-clay surface -PalaeochannelsTalsDisconformityTertiary SiwalikSupergroup (USMS amp LS)gt1100 to ~ 2700m thicksequence of sand sandstone andclay claystone (siltstone is alsopresent at Tilhar)
Not exposed in the area~~~~~~~~~~~~~~~~~~~~~~~~ Unconformity~~~~~~~~~~~~~~~~~~~~~~~~Pre Tertiary Basement rocks belonging to MesozoicPrecambrian Vindhyan Supergroup Not exposed in the area
41 HydrogeologyCentral Ground Water Board has carried out exploratory drilling in thedistrict up to the maximum depth of 456m ie mainly within older alluvium A totalof 10 exploratory wells and 1 slim hole have been drilled in the district so farLithological units are composed mainly of fine to medium and coarse sand gravelclay and kankar with sand being the dominant component Kankar is generallyassociated with clay capping (3-5m or more in thickness) existing all over the areaClay generally occurs in lenticular form in the upper parts and attains regionalcharacter at deeper levels Perusal of electrical logs of the wells apparently suggeststhat 4 aquifer groups exist at individual sites with top and bottom of individualaquifer group varying widely (CGWB 2012) However on the basis of fence diagramconstructed with the help of lithologs of different wells exhibiting disposition ofdifferent aquifers three aquifer groups separated by fairly thick clay beds can beidentified in the district down to the maximum explored depth (Table-8) Aconspicuous surface silty clay capping having 3-5m thickness or more also existsalmost over entire district Decreasing resistivity values may point to decreasinggranularity with depthTable-8 Summary of Aquifer Groups in Shahjahanpur District UP
(after CGWB 2006)
AquiferGroup
Average DepthDepth Range
Resistivity(Ohm-m)
RemarksI Ground level to 140-170m 50-60 Quality of water goodII 140 170-325 30-40 Quality of water goodIII Below 325 20-30 Quality of water good except in the deeperaquifer at Imaliya in the southern partwhere it is brackishGround water in shallow aquifer occurs under unconfined condition and istapped by dug wells and shallow borewells Tubewells drilled by State Governmentgenerally tap 30-40m thickness in this aquifer in the depth range of 70-130m withdischarge of 2400 to 3600 lpm (CGWB 2006) In deeper aquifers ground wateroccurs under semi-confined to confined conditions Exploratory wells drilled byCGWB tapping shallow or collectively shallow and deep aquifers have yields rangingfrom 1483-2074 lpm whereas the well tapping only second aquifer has yielded 904lpm (Tablemdash9 Appendix-I) Hydrogeological map of the district is presented inPlate-II
10
Table-9 Exploratory Drilling by CGWB in Shahjahanpur district UP(Summarized results in Appendix-)
Numberof EW
DepthRange(mbgl)
Yields(lpm)
Draw-downs (m)
Transmissivity(m2day)
Storativity
10 240-456 904 ndash 2074 242 ndash 2292 164 ndash 2010 3x10-342 Depth to Water LevelAs per data of Ground Water Monitoring Stations of CGWB and GWD UP for2012 water levels in the district range from 260 to 917 mbgl during pre-monsoonwith majority of wells falling between 3-7 mbgl During post-monsoon water levelsrange from 082 to 845 mbgl with large number of wells having water levelsbetween 2-5 mbgl Depth to water level contours for pre- and post-monsoon 2012are presented in Plate-III amp IV respectively43 Long-term Water Level TrendMajority of the CGWB monitoring wells analysed show declining water leveltrends for the period 2003-12 with range of decline 006-069 myr during pre-monsoon and 006-049 myr during post-monsoon (Table-11) Rising trends havealso been observed Maximum decline has been observed at Shahjahanpur bothduring pre-monsoon (069 myr) and post-monsoon (049 myr) which might beindicative of stress on ground water in urban area
Table-11 Summary of Long-term (2003-12) WL Trends in Shahjahanpur District
441 Quality of Ground Water in Phreatic AquiferCentral Ground water Board monitors ground water quality of phreaticaquifer through analysis of samples collected once a year (one sample from eachblock) Ground Water samples collected during 2011 show Electrical Conductivity
(EC) in the range of 335-750 micro-Siemenscm indicating that ground water is fresh inthe district Variation in EC over the area is illustrated through EC contours onHydrogeological Map of the district (ie Plate-II) Total hardness (as CaCo3) ranges
11
from 100-290 mgl Fluoride and Nitrate are within permissible limits (15 mgL amp45 mgL respectively) in all the samplesIn a survey carried out by UP Jal Nigam for arsenic in ground water in 8blocks of the district namely ndash Dadrol Jaitipur Jalalabad Katra Khutar MirzapurSindhauli and Tilhar arsenic has been detected in GW samples from all these blockswith some of the samples from 7 blocks having arsenic concentrations above 10 ppb(Table-12)Table-12 Summary of Survey Carried out by UP Jal Nigam for Arsenic in GW
Source Report on rsquoArsenic Toxicity in GW of UPrsquo by State Water Resource Agency Government of UP compiling results of UPJal Nigam survey
442 Quality of Ground Water in Deeper AquifersExploratory drilling in the district has revealed that the formation water isgenerally fresh in the deeper aquifers except at Imaliya in the southern part of thedistrict where it has been inferred as brackish in the aquifer occurring below 325m(CGWB 2012)45 Status of Ground Water DevelopmentAbout 80 area of the district is under agricultural use with paddy andwheat grown on large scale Net irrigated area is about 92 of the net sown area ofwhich 97 contribution comes from ground water Although there is fairly strongcanal network in the district irrigation is mainly ground water dependentthroughout the district (Table-3 amp 13) This is due to easy access to ground water aswater levels are not deep and ground water is directly under control of individualfarmer user
Table 13 Block-wise status of sources of irrigation in Shahjahanpur districtBlock Canallength(km) Govttube-well(No)Perma-nentwells(No)
Source website updesupnicin (Statistical Diary-2012 Table-23 Figures for 2010-11)Drinking water requirement of the district is met by UP Jal Nigam throughtubewells (Piped Water Supply Scheme) and India Mark II hand pumps As per UP JalNigam figures for 2011-12 2080 villages have India Mark II hand pumps benefitinga population of 1939404 There are 6 nos rural Piped Water Supply Schemes with 8tubewells catering to 7 villages in Kalan Banda Nigohi and Jalalabad blocks (source
office of Executive Engineer UPJN) In urban areas water supply is through 2666 HPsin 10 towns (Kanth Allahganj Khutar Powayan Tilhar Khudaganj Katra JalalabadShahjahanpur and Roza) and 45 TWs in 9 towns (all the above towns except Roza)catering to currently assessed population of 614750 (Source as above) Out of theabove 28 TWs and 1375 HPs are located in Shahjahanpur City alone46 Dynamic Ground Water Resources (as on 3132009)As per estimation of dynamic (12eplenishable) ground water resource ofShahjahanpur district (as on 3132009) all the blocks have been categorized aslsquoSafersquo (Plate-V Appendix-II) Keeping provision for future domestic and industrialrequirements availability of ground water for future irrigation development comesto 3514698 ham Summary of Dynamic GW Resource for the district is presented inTable-14
Table-14 Dynamic GW Resource Shahjahanpur district UP (as on 3132009)Net annual
The foregoing description of ground water scenario does not indicate any major
ground water problem in the district However following issues may require timely
attention in view of their potential adverse impact
51 Water Level Decline in Urban AreaAs indicated under Section 45 (Table-11) the only monitoring well showingconsiderable long term decline (69cmyr and 49cmyr during pre- and post-monsoon respectively) exists in Shahjahanpur City suggesting that ground water isunder stress mainly in the urban area52 Arsenic in Ground WaterSurvey by UP Jal Nigam in 8 blocks of the district has revealed presence ofarsenic in ground water above 10 ppb in 7 blocks namely - Dadrol JaitipurJalalabad Katra Khutar Sindhauli and Tilhar (Section 441 Table-12) Howeverarsenic concentrations above 50ppb have been observed only in 3 samples out oftotal 11936 GROUND WATER MANAGEMENT STRATEGY
61 Management of Ground Water DevelopmentThe present level of ground water development is 7527 in the districtleaving net ground water availability for future irrigation development as3514698ham All the 15 blocks have been categorized as lsquoSafersquo Average pre-monsoon water levels in all the blocks are shallower than 6mbgl Hence additionalirrigation potential can be judiciously exploited in all the blocks62 Ground Water Management in Urban areaDeclining water level trend in Shahjahanpur City requires timely attentionEmphasis is to be given to Roof Top Rain Water Harvesting (RTRWH) in buildingshouses industrial premises In this direction government should take initiatives forinstallation of RTRWH mechanisms in government buildings Campaigns to makepeople aware of the situation and to encourage them to use ground waterjudiciously as well as to take up RTRWH should be undertaken Efforts should bemade minimize transmission conveyance losses
14
63 Demarcation of Arsenic Affected AreaTill now only 8 blocks have been taken up by UP Jal Nigam for survey ofarsenic in ground water which has revealed presence of arsenic above 10ppb in 7blocks and above 50ppb only in 3 samples (out of total 1193) Further studies maybe taken up where arsenic above 50ppb has been found Other parts of the districtare also to be covered to demarcate the extent and magnitude of problem7 AWARENESS AND TRAINING ACTIVITYNo Mass Awareness Programme or Water Management Training Programmehas been organized by CGWB in Shahjahanpur district8 AREA NOTIFIED BY CGWANo area block of Shahjahanpur district has been notified by CGWA9 RECOMMENDATIONS
Management of Ground Water in Urban Area (Shahjahanpur City) Emphasis is to be given to Roof Top Rain Water Harvesting (RTRWH)in buildings houses industrial premises Government should take initiatives for installation of RTRWHmechanisms in government buildings Campaigns to make people aware of the situation and to encouragethem to use ground water judiciously as well as to take up RTRWH should beundertaken Efforts should be made minimize transmission losses
Arsenic in ground water Extent of the problem of arsenic in ground water should bedemarcated and its magnitude be ascertained
BIBLIOGRAPHY REFERENCE
CGWB 1997 Delineation of Deep Fresh Water Artesian Aquifers in GangaBasin by Singh BK Chandra PC and Srivastava MM CGWB Unpub ReportManuscript
CGWB 2000 Hydrogeology and Ground Water Potential ShahjahanpurDistrict CGWB Unpub Report
15
Singh OP and Nambiar KV 1993 Quaternary Geology and Geomrphologyof a part of Ganga Basin in Districts Badaun and Shahjahanpur Uttar PradeshGSI Unpub Report
Khan AU and Rawat BP 1993 Quaternary Geology and Geomorphology ofa part of Ganga Basin in parts of Bareilly Badaun Shahjahanpur and Pillibhitdistrict Uttar Pradesh GSI Unpub Report Srivastava AB and Gairola BM 1994 Quaternary Geology andGeomorphology of parts of Shahjahanpur Bareilly Pillibhit amp LakhimpurKheri districts Uttar Pradesh GSI Unpub Report Arsenic Toxicity in Ground Water of Uttar Pradesh - Technical Report ofSWaRA Government of UP District Sankhyiki Patrika available on website updesupnicin (UP Directorateof Economics amp Statistics) UP Jal Nigam website wwwupjnorg
Census India web site wwwcensusindiagovin
CGWB 2012 State Geophysical Report of Uttar Pradesh CGWB Unpub Report Brief Industrial Profile of Shahjahanpur District UP by MSME DevelopmentInstitute Kanpur Ministry of Micro Small amp Medium Enterprise Governmentof India (available on httpdcmsmegovindipsDIP20Shahjahanpurr20VK 20Bhatt20AD20EIpdf
16
17
18
19
20
21
APPENDIX-I
SlNo
LOCATION Block TYPE OFWELL
DEPTHDRILLED
(mbgl)
DEPTHCONS-
TRUCTED(mbgl)
AQUIFER ZONES TAPPED (mbgl) STATICWATERLEVEL(mbgl)
Total District 14863450 10681538 506788 11188326 667214 3514698 7527
9
4 GROUND WATER SCENARIO
41 HydrogeologyCentral Ground Water Board has carried out exploratory drilling in thedistrict up to the maximum depth of 456m ie mainly within older alluvium A totalof 10 exploratory wells and 1 slim hole have been drilled in the district so farLithological units are composed mainly of fine to medium and coarse sand gravelclay and kankar with sand being the dominant component Kankar is generallyassociated with clay capping (3-5m or more in thickness) existing all over the areaClay generally occurs in lenticular form in the upper parts and attains regionalcharacter at deeper levels Perusal of electrical logs of the wells apparently suggeststhat 4 aquifer groups exist at individual sites with top and bottom of individualaquifer group varying widely (CGWB 2012) However on the basis of fence diagramconstructed with the help of lithologs of different wells exhibiting disposition ofdifferent aquifers three aquifer groups separated by fairly thick clay beds can beidentified in the district down to the maximum explored depth (Table-8) Aconspicuous surface silty clay capping having 3-5m thickness or more also existsalmost over entire district Decreasing resistivity values may point to decreasinggranularity with depthTable-8 Summary of Aquifer Groups in Shahjahanpur District UP
(after CGWB 2006)
AquiferGroup
Average DepthDepth Range
Resistivity(Ohm-m)
RemarksI Ground level to 140-170m 50-60 Quality of water goodII 140 170-325 30-40 Quality of water goodIII Below 325 20-30 Quality of water good except in the deeperaquifer at Imaliya in the southern partwhere it is brackishGround water in shallow aquifer occurs under unconfined condition and istapped by dug wells and shallow borewells Tubewells drilled by State Governmentgenerally tap 30-40m thickness in this aquifer in the depth range of 70-130m withdischarge of 2400 to 3600 lpm (CGWB 2006) In deeper aquifers ground wateroccurs under semi-confined to confined conditions Exploratory wells drilled byCGWB tapping shallow or collectively shallow and deep aquifers have yields rangingfrom 1483-2074 lpm whereas the well tapping only second aquifer has yielded 904lpm (Tablemdash9 Appendix-I) Hydrogeological map of the district is presented inPlate-II
10
Table-9 Exploratory Drilling by CGWB in Shahjahanpur district UP(Summarized results in Appendix-)
Numberof EW
DepthRange(mbgl)
Yields(lpm)
Draw-downs (m)
Transmissivity(m2day)
Storativity
10 240-456 904 ndash 2074 242 ndash 2292 164 ndash 2010 3x10-342 Depth to Water LevelAs per data of Ground Water Monitoring Stations of CGWB and GWD UP for2012 water levels in the district range from 260 to 917 mbgl during pre-monsoonwith majority of wells falling between 3-7 mbgl During post-monsoon water levelsrange from 082 to 845 mbgl with large number of wells having water levelsbetween 2-5 mbgl Depth to water level contours for pre- and post-monsoon 2012are presented in Plate-III amp IV respectively43 Long-term Water Level TrendMajority of the CGWB monitoring wells analysed show declining water leveltrends for the period 2003-12 with range of decline 006-069 myr during pre-monsoon and 006-049 myr during post-monsoon (Table-11) Rising trends havealso been observed Maximum decline has been observed at Shahjahanpur bothduring pre-monsoon (069 myr) and post-monsoon (049 myr) which might beindicative of stress on ground water in urban area
Table-11 Summary of Long-term (2003-12) WL Trends in Shahjahanpur District
441 Quality of Ground Water in Phreatic AquiferCentral Ground water Board monitors ground water quality of phreaticaquifer through analysis of samples collected once a year (one sample from eachblock) Ground Water samples collected during 2011 show Electrical Conductivity
(EC) in the range of 335-750 micro-Siemenscm indicating that ground water is fresh inthe district Variation in EC over the area is illustrated through EC contours onHydrogeological Map of the district (ie Plate-II) Total hardness (as CaCo3) ranges
11
from 100-290 mgl Fluoride and Nitrate are within permissible limits (15 mgL amp45 mgL respectively) in all the samplesIn a survey carried out by UP Jal Nigam for arsenic in ground water in 8blocks of the district namely ndash Dadrol Jaitipur Jalalabad Katra Khutar MirzapurSindhauli and Tilhar arsenic has been detected in GW samples from all these blockswith some of the samples from 7 blocks having arsenic concentrations above 10 ppb(Table-12)Table-12 Summary of Survey Carried out by UP Jal Nigam for Arsenic in GW
Source Report on rsquoArsenic Toxicity in GW of UPrsquo by State Water Resource Agency Government of UP compiling results of UPJal Nigam survey
442 Quality of Ground Water in Deeper AquifersExploratory drilling in the district has revealed that the formation water isgenerally fresh in the deeper aquifers except at Imaliya in the southern part of thedistrict where it has been inferred as brackish in the aquifer occurring below 325m(CGWB 2012)45 Status of Ground Water DevelopmentAbout 80 area of the district is under agricultural use with paddy andwheat grown on large scale Net irrigated area is about 92 of the net sown area ofwhich 97 contribution comes from ground water Although there is fairly strongcanal network in the district irrigation is mainly ground water dependentthroughout the district (Table-3 amp 13) This is due to easy access to ground water aswater levels are not deep and ground water is directly under control of individualfarmer user
Table 13 Block-wise status of sources of irrigation in Shahjahanpur districtBlock Canallength(km) Govttube-well(No)Perma-nentwells(No)
Source website updesupnicin (Statistical Diary-2012 Table-23 Figures for 2010-11)Drinking water requirement of the district is met by UP Jal Nigam throughtubewells (Piped Water Supply Scheme) and India Mark II hand pumps As per UP JalNigam figures for 2011-12 2080 villages have India Mark II hand pumps benefitinga population of 1939404 There are 6 nos rural Piped Water Supply Schemes with 8tubewells catering to 7 villages in Kalan Banda Nigohi and Jalalabad blocks (source
office of Executive Engineer UPJN) In urban areas water supply is through 2666 HPsin 10 towns (Kanth Allahganj Khutar Powayan Tilhar Khudaganj Katra JalalabadShahjahanpur and Roza) and 45 TWs in 9 towns (all the above towns except Roza)catering to currently assessed population of 614750 (Source as above) Out of theabove 28 TWs and 1375 HPs are located in Shahjahanpur City alone46 Dynamic Ground Water Resources (as on 3132009)As per estimation of dynamic (12eplenishable) ground water resource ofShahjahanpur district (as on 3132009) all the blocks have been categorized aslsquoSafersquo (Plate-V Appendix-II) Keeping provision for future domestic and industrialrequirements availability of ground water for future irrigation development comesto 3514698 ham Summary of Dynamic GW Resource for the district is presented inTable-14
Table-14 Dynamic GW Resource Shahjahanpur district UP (as on 3132009)Net annual
The foregoing description of ground water scenario does not indicate any major
ground water problem in the district However following issues may require timely
attention in view of their potential adverse impact
51 Water Level Decline in Urban AreaAs indicated under Section 45 (Table-11) the only monitoring well showingconsiderable long term decline (69cmyr and 49cmyr during pre- and post-monsoon respectively) exists in Shahjahanpur City suggesting that ground water isunder stress mainly in the urban area52 Arsenic in Ground WaterSurvey by UP Jal Nigam in 8 blocks of the district has revealed presence ofarsenic in ground water above 10 ppb in 7 blocks namely - Dadrol JaitipurJalalabad Katra Khutar Sindhauli and Tilhar (Section 441 Table-12) Howeverarsenic concentrations above 50ppb have been observed only in 3 samples out oftotal 11936 GROUND WATER MANAGEMENT STRATEGY
61 Management of Ground Water DevelopmentThe present level of ground water development is 7527 in the districtleaving net ground water availability for future irrigation development as3514698ham All the 15 blocks have been categorized as lsquoSafersquo Average pre-monsoon water levels in all the blocks are shallower than 6mbgl Hence additionalirrigation potential can be judiciously exploited in all the blocks62 Ground Water Management in Urban areaDeclining water level trend in Shahjahanpur City requires timely attentionEmphasis is to be given to Roof Top Rain Water Harvesting (RTRWH) in buildingshouses industrial premises In this direction government should take initiatives forinstallation of RTRWH mechanisms in government buildings Campaigns to makepeople aware of the situation and to encourage them to use ground waterjudiciously as well as to take up RTRWH should be undertaken Efforts should bemade minimize transmission conveyance losses
14
63 Demarcation of Arsenic Affected AreaTill now only 8 blocks have been taken up by UP Jal Nigam for survey ofarsenic in ground water which has revealed presence of arsenic above 10ppb in 7blocks and above 50ppb only in 3 samples (out of total 1193) Further studies maybe taken up where arsenic above 50ppb has been found Other parts of the districtare also to be covered to demarcate the extent and magnitude of problem7 AWARENESS AND TRAINING ACTIVITYNo Mass Awareness Programme or Water Management Training Programmehas been organized by CGWB in Shahjahanpur district8 AREA NOTIFIED BY CGWANo area block of Shahjahanpur district has been notified by CGWA9 RECOMMENDATIONS
Management of Ground Water in Urban Area (Shahjahanpur City) Emphasis is to be given to Roof Top Rain Water Harvesting (RTRWH)in buildings houses industrial premises Government should take initiatives for installation of RTRWHmechanisms in government buildings Campaigns to make people aware of the situation and to encouragethem to use ground water judiciously as well as to take up RTRWH should beundertaken Efforts should be made minimize transmission losses
Arsenic in ground water Extent of the problem of arsenic in ground water should bedemarcated and its magnitude be ascertained
BIBLIOGRAPHY REFERENCE
CGWB 1997 Delineation of Deep Fresh Water Artesian Aquifers in GangaBasin by Singh BK Chandra PC and Srivastava MM CGWB Unpub ReportManuscript
CGWB 2000 Hydrogeology and Ground Water Potential ShahjahanpurDistrict CGWB Unpub Report
15
Singh OP and Nambiar KV 1993 Quaternary Geology and Geomrphologyof a part of Ganga Basin in Districts Badaun and Shahjahanpur Uttar PradeshGSI Unpub Report
Khan AU and Rawat BP 1993 Quaternary Geology and Geomorphology ofa part of Ganga Basin in parts of Bareilly Badaun Shahjahanpur and Pillibhitdistrict Uttar Pradesh GSI Unpub Report Srivastava AB and Gairola BM 1994 Quaternary Geology andGeomorphology of parts of Shahjahanpur Bareilly Pillibhit amp LakhimpurKheri districts Uttar Pradesh GSI Unpub Report Arsenic Toxicity in Ground Water of Uttar Pradesh - Technical Report ofSWaRA Government of UP District Sankhyiki Patrika available on website updesupnicin (UP Directorateof Economics amp Statistics) UP Jal Nigam website wwwupjnorg
Census India web site wwwcensusindiagovin
CGWB 2012 State Geophysical Report of Uttar Pradesh CGWB Unpub Report Brief Industrial Profile of Shahjahanpur District UP by MSME DevelopmentInstitute Kanpur Ministry of Micro Small amp Medium Enterprise Governmentof India (available on httpdcmsmegovindipsDIP20Shahjahanpurr20VK 20Bhatt20AD20EIpdf
16
17
18
19
20
21
APPENDIX-I
SlNo
LOCATION Block TYPE OFWELL
DEPTHDRILLED
(mbgl)
DEPTHCONS-
TRUCTED(mbgl)
AQUIFER ZONES TAPPED (mbgl) STATICWATERLEVEL(mbgl)
Total District 14863450 10681538 506788 11188326 667214 3514698 7527
10
Table-9 Exploratory Drilling by CGWB in Shahjahanpur district UP(Summarized results in Appendix-)
Numberof EW
DepthRange(mbgl)
Yields(lpm)
Draw-downs (m)
Transmissivity(m2day)
Storativity
10 240-456 904 ndash 2074 242 ndash 2292 164 ndash 2010 3x10-342 Depth to Water LevelAs per data of Ground Water Monitoring Stations of CGWB and GWD UP for2012 water levels in the district range from 260 to 917 mbgl during pre-monsoonwith majority of wells falling between 3-7 mbgl During post-monsoon water levelsrange from 082 to 845 mbgl with large number of wells having water levelsbetween 2-5 mbgl Depth to water level contours for pre- and post-monsoon 2012are presented in Plate-III amp IV respectively43 Long-term Water Level TrendMajority of the CGWB monitoring wells analysed show declining water leveltrends for the period 2003-12 with range of decline 006-069 myr during pre-monsoon and 006-049 myr during post-monsoon (Table-11) Rising trends havealso been observed Maximum decline has been observed at Shahjahanpur bothduring pre-monsoon (069 myr) and post-monsoon (049 myr) which might beindicative of stress on ground water in urban area
Table-11 Summary of Long-term (2003-12) WL Trends in Shahjahanpur District
441 Quality of Ground Water in Phreatic AquiferCentral Ground water Board monitors ground water quality of phreaticaquifer through analysis of samples collected once a year (one sample from eachblock) Ground Water samples collected during 2011 show Electrical Conductivity
(EC) in the range of 335-750 micro-Siemenscm indicating that ground water is fresh inthe district Variation in EC over the area is illustrated through EC contours onHydrogeological Map of the district (ie Plate-II) Total hardness (as CaCo3) ranges
11
from 100-290 mgl Fluoride and Nitrate are within permissible limits (15 mgL amp45 mgL respectively) in all the samplesIn a survey carried out by UP Jal Nigam for arsenic in ground water in 8blocks of the district namely ndash Dadrol Jaitipur Jalalabad Katra Khutar MirzapurSindhauli and Tilhar arsenic has been detected in GW samples from all these blockswith some of the samples from 7 blocks having arsenic concentrations above 10 ppb(Table-12)Table-12 Summary of Survey Carried out by UP Jal Nigam for Arsenic in GW
Source Report on rsquoArsenic Toxicity in GW of UPrsquo by State Water Resource Agency Government of UP compiling results of UPJal Nigam survey
442 Quality of Ground Water in Deeper AquifersExploratory drilling in the district has revealed that the formation water isgenerally fresh in the deeper aquifers except at Imaliya in the southern part of thedistrict where it has been inferred as brackish in the aquifer occurring below 325m(CGWB 2012)45 Status of Ground Water DevelopmentAbout 80 area of the district is under agricultural use with paddy andwheat grown on large scale Net irrigated area is about 92 of the net sown area ofwhich 97 contribution comes from ground water Although there is fairly strongcanal network in the district irrigation is mainly ground water dependentthroughout the district (Table-3 amp 13) This is due to easy access to ground water aswater levels are not deep and ground water is directly under control of individualfarmer user
Table 13 Block-wise status of sources of irrigation in Shahjahanpur districtBlock Canallength(km) Govttube-well(No)Perma-nentwells(No)
Source website updesupnicin (Statistical Diary-2012 Table-23 Figures for 2010-11)Drinking water requirement of the district is met by UP Jal Nigam throughtubewells (Piped Water Supply Scheme) and India Mark II hand pumps As per UP JalNigam figures for 2011-12 2080 villages have India Mark II hand pumps benefitinga population of 1939404 There are 6 nos rural Piped Water Supply Schemes with 8tubewells catering to 7 villages in Kalan Banda Nigohi and Jalalabad blocks (source
office of Executive Engineer UPJN) In urban areas water supply is through 2666 HPsin 10 towns (Kanth Allahganj Khutar Powayan Tilhar Khudaganj Katra JalalabadShahjahanpur and Roza) and 45 TWs in 9 towns (all the above towns except Roza)catering to currently assessed population of 614750 (Source as above) Out of theabove 28 TWs and 1375 HPs are located in Shahjahanpur City alone46 Dynamic Ground Water Resources (as on 3132009)As per estimation of dynamic (12eplenishable) ground water resource ofShahjahanpur district (as on 3132009) all the blocks have been categorized aslsquoSafersquo (Plate-V Appendix-II) Keeping provision for future domestic and industrialrequirements availability of ground water for future irrigation development comesto 3514698 ham Summary of Dynamic GW Resource for the district is presented inTable-14
Table-14 Dynamic GW Resource Shahjahanpur district UP (as on 3132009)Net annual
The foregoing description of ground water scenario does not indicate any major
ground water problem in the district However following issues may require timely
attention in view of their potential adverse impact
51 Water Level Decline in Urban AreaAs indicated under Section 45 (Table-11) the only monitoring well showingconsiderable long term decline (69cmyr and 49cmyr during pre- and post-monsoon respectively) exists in Shahjahanpur City suggesting that ground water isunder stress mainly in the urban area52 Arsenic in Ground WaterSurvey by UP Jal Nigam in 8 blocks of the district has revealed presence ofarsenic in ground water above 10 ppb in 7 blocks namely - Dadrol JaitipurJalalabad Katra Khutar Sindhauli and Tilhar (Section 441 Table-12) Howeverarsenic concentrations above 50ppb have been observed only in 3 samples out oftotal 11936 GROUND WATER MANAGEMENT STRATEGY
61 Management of Ground Water DevelopmentThe present level of ground water development is 7527 in the districtleaving net ground water availability for future irrigation development as3514698ham All the 15 blocks have been categorized as lsquoSafersquo Average pre-monsoon water levels in all the blocks are shallower than 6mbgl Hence additionalirrigation potential can be judiciously exploited in all the blocks62 Ground Water Management in Urban areaDeclining water level trend in Shahjahanpur City requires timely attentionEmphasis is to be given to Roof Top Rain Water Harvesting (RTRWH) in buildingshouses industrial premises In this direction government should take initiatives forinstallation of RTRWH mechanisms in government buildings Campaigns to makepeople aware of the situation and to encourage them to use ground waterjudiciously as well as to take up RTRWH should be undertaken Efforts should bemade minimize transmission conveyance losses
14
63 Demarcation of Arsenic Affected AreaTill now only 8 blocks have been taken up by UP Jal Nigam for survey ofarsenic in ground water which has revealed presence of arsenic above 10ppb in 7blocks and above 50ppb only in 3 samples (out of total 1193) Further studies maybe taken up where arsenic above 50ppb has been found Other parts of the districtare also to be covered to demarcate the extent and magnitude of problem7 AWARENESS AND TRAINING ACTIVITYNo Mass Awareness Programme or Water Management Training Programmehas been organized by CGWB in Shahjahanpur district8 AREA NOTIFIED BY CGWANo area block of Shahjahanpur district has been notified by CGWA9 RECOMMENDATIONS
Management of Ground Water in Urban Area (Shahjahanpur City) Emphasis is to be given to Roof Top Rain Water Harvesting (RTRWH)in buildings houses industrial premises Government should take initiatives for installation of RTRWHmechanisms in government buildings Campaigns to make people aware of the situation and to encouragethem to use ground water judiciously as well as to take up RTRWH should beundertaken Efforts should be made minimize transmission losses
Arsenic in ground water Extent of the problem of arsenic in ground water should bedemarcated and its magnitude be ascertained
BIBLIOGRAPHY REFERENCE
CGWB 1997 Delineation of Deep Fresh Water Artesian Aquifers in GangaBasin by Singh BK Chandra PC and Srivastava MM CGWB Unpub ReportManuscript
CGWB 2000 Hydrogeology and Ground Water Potential ShahjahanpurDistrict CGWB Unpub Report
15
Singh OP and Nambiar KV 1993 Quaternary Geology and Geomrphologyof a part of Ganga Basin in Districts Badaun and Shahjahanpur Uttar PradeshGSI Unpub Report
Khan AU and Rawat BP 1993 Quaternary Geology and Geomorphology ofa part of Ganga Basin in parts of Bareilly Badaun Shahjahanpur and Pillibhitdistrict Uttar Pradesh GSI Unpub Report Srivastava AB and Gairola BM 1994 Quaternary Geology andGeomorphology of parts of Shahjahanpur Bareilly Pillibhit amp LakhimpurKheri districts Uttar Pradesh GSI Unpub Report Arsenic Toxicity in Ground Water of Uttar Pradesh - Technical Report ofSWaRA Government of UP District Sankhyiki Patrika available on website updesupnicin (UP Directorateof Economics amp Statistics) UP Jal Nigam website wwwupjnorg
Census India web site wwwcensusindiagovin
CGWB 2012 State Geophysical Report of Uttar Pradesh CGWB Unpub Report Brief Industrial Profile of Shahjahanpur District UP by MSME DevelopmentInstitute Kanpur Ministry of Micro Small amp Medium Enterprise Governmentof India (available on httpdcmsmegovindipsDIP20Shahjahanpurr20VK 20Bhatt20AD20EIpdf
16
17
18
19
20
21
APPENDIX-I
SlNo
LOCATION Block TYPE OFWELL
DEPTHDRILLED
(mbgl)
DEPTHCONS-
TRUCTED(mbgl)
AQUIFER ZONES TAPPED (mbgl) STATICWATERLEVEL(mbgl)
Total District 14863450 10681538 506788 11188326 667214 3514698 7527
11
from 100-290 mgl Fluoride and Nitrate are within permissible limits (15 mgL amp45 mgL respectively) in all the samplesIn a survey carried out by UP Jal Nigam for arsenic in ground water in 8blocks of the district namely ndash Dadrol Jaitipur Jalalabad Katra Khutar MirzapurSindhauli and Tilhar arsenic has been detected in GW samples from all these blockswith some of the samples from 7 blocks having arsenic concentrations above 10 ppb(Table-12)Table-12 Summary of Survey Carried out by UP Jal Nigam for Arsenic in GW
Source Report on rsquoArsenic Toxicity in GW of UPrsquo by State Water Resource Agency Government of UP compiling results of UPJal Nigam survey
442 Quality of Ground Water in Deeper AquifersExploratory drilling in the district has revealed that the formation water isgenerally fresh in the deeper aquifers except at Imaliya in the southern part of thedistrict where it has been inferred as brackish in the aquifer occurring below 325m(CGWB 2012)45 Status of Ground Water DevelopmentAbout 80 area of the district is under agricultural use with paddy andwheat grown on large scale Net irrigated area is about 92 of the net sown area ofwhich 97 contribution comes from ground water Although there is fairly strongcanal network in the district irrigation is mainly ground water dependentthroughout the district (Table-3 amp 13) This is due to easy access to ground water aswater levels are not deep and ground water is directly under control of individualfarmer user
Table 13 Block-wise status of sources of irrigation in Shahjahanpur districtBlock Canallength(km) Govttube-well(No)Perma-nentwells(No)
Source website updesupnicin (Statistical Diary-2012 Table-23 Figures for 2010-11)Drinking water requirement of the district is met by UP Jal Nigam throughtubewells (Piped Water Supply Scheme) and India Mark II hand pumps As per UP JalNigam figures for 2011-12 2080 villages have India Mark II hand pumps benefitinga population of 1939404 There are 6 nos rural Piped Water Supply Schemes with 8tubewells catering to 7 villages in Kalan Banda Nigohi and Jalalabad blocks (source
office of Executive Engineer UPJN) In urban areas water supply is through 2666 HPsin 10 towns (Kanth Allahganj Khutar Powayan Tilhar Khudaganj Katra JalalabadShahjahanpur and Roza) and 45 TWs in 9 towns (all the above towns except Roza)catering to currently assessed population of 614750 (Source as above) Out of theabove 28 TWs and 1375 HPs are located in Shahjahanpur City alone46 Dynamic Ground Water Resources (as on 3132009)As per estimation of dynamic (12eplenishable) ground water resource ofShahjahanpur district (as on 3132009) all the blocks have been categorized aslsquoSafersquo (Plate-V Appendix-II) Keeping provision for future domestic and industrialrequirements availability of ground water for future irrigation development comesto 3514698 ham Summary of Dynamic GW Resource for the district is presented inTable-14
Table-14 Dynamic GW Resource Shahjahanpur district UP (as on 3132009)Net annual
The foregoing description of ground water scenario does not indicate any major
ground water problem in the district However following issues may require timely
attention in view of their potential adverse impact
51 Water Level Decline in Urban AreaAs indicated under Section 45 (Table-11) the only monitoring well showingconsiderable long term decline (69cmyr and 49cmyr during pre- and post-monsoon respectively) exists in Shahjahanpur City suggesting that ground water isunder stress mainly in the urban area52 Arsenic in Ground WaterSurvey by UP Jal Nigam in 8 blocks of the district has revealed presence ofarsenic in ground water above 10 ppb in 7 blocks namely - Dadrol JaitipurJalalabad Katra Khutar Sindhauli and Tilhar (Section 441 Table-12) Howeverarsenic concentrations above 50ppb have been observed only in 3 samples out oftotal 11936 GROUND WATER MANAGEMENT STRATEGY
61 Management of Ground Water DevelopmentThe present level of ground water development is 7527 in the districtleaving net ground water availability for future irrigation development as3514698ham All the 15 blocks have been categorized as lsquoSafersquo Average pre-monsoon water levels in all the blocks are shallower than 6mbgl Hence additionalirrigation potential can be judiciously exploited in all the blocks62 Ground Water Management in Urban areaDeclining water level trend in Shahjahanpur City requires timely attentionEmphasis is to be given to Roof Top Rain Water Harvesting (RTRWH) in buildingshouses industrial premises In this direction government should take initiatives forinstallation of RTRWH mechanisms in government buildings Campaigns to makepeople aware of the situation and to encourage them to use ground waterjudiciously as well as to take up RTRWH should be undertaken Efforts should bemade minimize transmission conveyance losses
14
63 Demarcation of Arsenic Affected AreaTill now only 8 blocks have been taken up by UP Jal Nigam for survey ofarsenic in ground water which has revealed presence of arsenic above 10ppb in 7blocks and above 50ppb only in 3 samples (out of total 1193) Further studies maybe taken up where arsenic above 50ppb has been found Other parts of the districtare also to be covered to demarcate the extent and magnitude of problem7 AWARENESS AND TRAINING ACTIVITYNo Mass Awareness Programme or Water Management Training Programmehas been organized by CGWB in Shahjahanpur district8 AREA NOTIFIED BY CGWANo area block of Shahjahanpur district has been notified by CGWA9 RECOMMENDATIONS
Management of Ground Water in Urban Area (Shahjahanpur City) Emphasis is to be given to Roof Top Rain Water Harvesting (RTRWH)in buildings houses industrial premises Government should take initiatives for installation of RTRWHmechanisms in government buildings Campaigns to make people aware of the situation and to encouragethem to use ground water judiciously as well as to take up RTRWH should beundertaken Efforts should be made minimize transmission losses
Arsenic in ground water Extent of the problem of arsenic in ground water should bedemarcated and its magnitude be ascertained
BIBLIOGRAPHY REFERENCE
CGWB 1997 Delineation of Deep Fresh Water Artesian Aquifers in GangaBasin by Singh BK Chandra PC and Srivastava MM CGWB Unpub ReportManuscript
CGWB 2000 Hydrogeology and Ground Water Potential ShahjahanpurDistrict CGWB Unpub Report
15
Singh OP and Nambiar KV 1993 Quaternary Geology and Geomrphologyof a part of Ganga Basin in Districts Badaun and Shahjahanpur Uttar PradeshGSI Unpub Report
Khan AU and Rawat BP 1993 Quaternary Geology and Geomorphology ofa part of Ganga Basin in parts of Bareilly Badaun Shahjahanpur and Pillibhitdistrict Uttar Pradesh GSI Unpub Report Srivastava AB and Gairola BM 1994 Quaternary Geology andGeomorphology of parts of Shahjahanpur Bareilly Pillibhit amp LakhimpurKheri districts Uttar Pradesh GSI Unpub Report Arsenic Toxicity in Ground Water of Uttar Pradesh - Technical Report ofSWaRA Government of UP District Sankhyiki Patrika available on website updesupnicin (UP Directorateof Economics amp Statistics) UP Jal Nigam website wwwupjnorg
Census India web site wwwcensusindiagovin
CGWB 2012 State Geophysical Report of Uttar Pradesh CGWB Unpub Report Brief Industrial Profile of Shahjahanpur District UP by MSME DevelopmentInstitute Kanpur Ministry of Micro Small amp Medium Enterprise Governmentof India (available on httpdcmsmegovindipsDIP20Shahjahanpurr20VK 20Bhatt20AD20EIpdf
16
17
18
19
20
21
APPENDIX-I
SlNo
LOCATION Block TYPE OFWELL
DEPTHDRILLED
(mbgl)
DEPTHCONS-
TRUCTED(mbgl)
AQUIFER ZONES TAPPED (mbgl) STATICWATERLEVEL(mbgl)
Source website updesupnicin (Statistical Diary-2012 Table-23 Figures for 2010-11)Drinking water requirement of the district is met by UP Jal Nigam throughtubewells (Piped Water Supply Scheme) and India Mark II hand pumps As per UP JalNigam figures for 2011-12 2080 villages have India Mark II hand pumps benefitinga population of 1939404 There are 6 nos rural Piped Water Supply Schemes with 8tubewells catering to 7 villages in Kalan Banda Nigohi and Jalalabad blocks (source
office of Executive Engineer UPJN) In urban areas water supply is through 2666 HPsin 10 towns (Kanth Allahganj Khutar Powayan Tilhar Khudaganj Katra JalalabadShahjahanpur and Roza) and 45 TWs in 9 towns (all the above towns except Roza)catering to currently assessed population of 614750 (Source as above) Out of theabove 28 TWs and 1375 HPs are located in Shahjahanpur City alone46 Dynamic Ground Water Resources (as on 3132009)As per estimation of dynamic (12eplenishable) ground water resource ofShahjahanpur district (as on 3132009) all the blocks have been categorized aslsquoSafersquo (Plate-V Appendix-II) Keeping provision for future domestic and industrialrequirements availability of ground water for future irrigation development comesto 3514698 ham Summary of Dynamic GW Resource for the district is presented inTable-14
Table-14 Dynamic GW Resource Shahjahanpur district UP (as on 3132009)Net annual
The foregoing description of ground water scenario does not indicate any major
ground water problem in the district However following issues may require timely
attention in view of their potential adverse impact
51 Water Level Decline in Urban AreaAs indicated under Section 45 (Table-11) the only monitoring well showingconsiderable long term decline (69cmyr and 49cmyr during pre- and post-monsoon respectively) exists in Shahjahanpur City suggesting that ground water isunder stress mainly in the urban area52 Arsenic in Ground WaterSurvey by UP Jal Nigam in 8 blocks of the district has revealed presence ofarsenic in ground water above 10 ppb in 7 blocks namely - Dadrol JaitipurJalalabad Katra Khutar Sindhauli and Tilhar (Section 441 Table-12) Howeverarsenic concentrations above 50ppb have been observed only in 3 samples out oftotal 11936 GROUND WATER MANAGEMENT STRATEGY
61 Management of Ground Water DevelopmentThe present level of ground water development is 7527 in the districtleaving net ground water availability for future irrigation development as3514698ham All the 15 blocks have been categorized as lsquoSafersquo Average pre-monsoon water levels in all the blocks are shallower than 6mbgl Hence additionalirrigation potential can be judiciously exploited in all the blocks62 Ground Water Management in Urban areaDeclining water level trend in Shahjahanpur City requires timely attentionEmphasis is to be given to Roof Top Rain Water Harvesting (RTRWH) in buildingshouses industrial premises In this direction government should take initiatives forinstallation of RTRWH mechanisms in government buildings Campaigns to makepeople aware of the situation and to encourage them to use ground waterjudiciously as well as to take up RTRWH should be undertaken Efforts should bemade minimize transmission conveyance losses
14
63 Demarcation of Arsenic Affected AreaTill now only 8 blocks have been taken up by UP Jal Nigam for survey ofarsenic in ground water which has revealed presence of arsenic above 10ppb in 7blocks and above 50ppb only in 3 samples (out of total 1193) Further studies maybe taken up where arsenic above 50ppb has been found Other parts of the districtare also to be covered to demarcate the extent and magnitude of problem7 AWARENESS AND TRAINING ACTIVITYNo Mass Awareness Programme or Water Management Training Programmehas been organized by CGWB in Shahjahanpur district8 AREA NOTIFIED BY CGWANo area block of Shahjahanpur district has been notified by CGWA9 RECOMMENDATIONS
Management of Ground Water in Urban Area (Shahjahanpur City) Emphasis is to be given to Roof Top Rain Water Harvesting (RTRWH)in buildings houses industrial premises Government should take initiatives for installation of RTRWHmechanisms in government buildings Campaigns to make people aware of the situation and to encouragethem to use ground water judiciously as well as to take up RTRWH should beundertaken Efforts should be made minimize transmission losses
Arsenic in ground water Extent of the problem of arsenic in ground water should bedemarcated and its magnitude be ascertained
BIBLIOGRAPHY REFERENCE
CGWB 1997 Delineation of Deep Fresh Water Artesian Aquifers in GangaBasin by Singh BK Chandra PC and Srivastava MM CGWB Unpub ReportManuscript
CGWB 2000 Hydrogeology and Ground Water Potential ShahjahanpurDistrict CGWB Unpub Report
15
Singh OP and Nambiar KV 1993 Quaternary Geology and Geomrphologyof a part of Ganga Basin in Districts Badaun and Shahjahanpur Uttar PradeshGSI Unpub Report
Khan AU and Rawat BP 1993 Quaternary Geology and Geomorphology ofa part of Ganga Basin in parts of Bareilly Badaun Shahjahanpur and Pillibhitdistrict Uttar Pradesh GSI Unpub Report Srivastava AB and Gairola BM 1994 Quaternary Geology andGeomorphology of parts of Shahjahanpur Bareilly Pillibhit amp LakhimpurKheri districts Uttar Pradesh GSI Unpub Report Arsenic Toxicity in Ground Water of Uttar Pradesh - Technical Report ofSWaRA Government of UP District Sankhyiki Patrika available on website updesupnicin (UP Directorateof Economics amp Statistics) UP Jal Nigam website wwwupjnorg
Census India web site wwwcensusindiagovin
CGWB 2012 State Geophysical Report of Uttar Pradesh CGWB Unpub Report Brief Industrial Profile of Shahjahanpur District UP by MSME DevelopmentInstitute Kanpur Ministry of Micro Small amp Medium Enterprise Governmentof India (available on httpdcmsmegovindipsDIP20Shahjahanpurr20VK 20Bhatt20AD20EIpdf
16
17
18
19
20
21
APPENDIX-I
SlNo
LOCATION Block TYPE OFWELL
DEPTHDRILLED
(mbgl)
DEPTHCONS-
TRUCTED(mbgl)
AQUIFER ZONES TAPPED (mbgl) STATICWATERLEVEL(mbgl)
Total District 14863450 10681538 506788 11188326 667214 3514698 7527
13
5 GROUND WATER RELATED ISSUES AND PROBLEMS
The foregoing description of ground water scenario does not indicate any major
ground water problem in the district However following issues may require timely
attention in view of their potential adverse impact
51 Water Level Decline in Urban AreaAs indicated under Section 45 (Table-11) the only monitoring well showingconsiderable long term decline (69cmyr and 49cmyr during pre- and post-monsoon respectively) exists in Shahjahanpur City suggesting that ground water isunder stress mainly in the urban area52 Arsenic in Ground WaterSurvey by UP Jal Nigam in 8 blocks of the district has revealed presence ofarsenic in ground water above 10 ppb in 7 blocks namely - Dadrol JaitipurJalalabad Katra Khutar Sindhauli and Tilhar (Section 441 Table-12) Howeverarsenic concentrations above 50ppb have been observed only in 3 samples out oftotal 11936 GROUND WATER MANAGEMENT STRATEGY
61 Management of Ground Water DevelopmentThe present level of ground water development is 7527 in the districtleaving net ground water availability for future irrigation development as3514698ham All the 15 blocks have been categorized as lsquoSafersquo Average pre-monsoon water levels in all the blocks are shallower than 6mbgl Hence additionalirrigation potential can be judiciously exploited in all the blocks62 Ground Water Management in Urban areaDeclining water level trend in Shahjahanpur City requires timely attentionEmphasis is to be given to Roof Top Rain Water Harvesting (RTRWH) in buildingshouses industrial premises In this direction government should take initiatives forinstallation of RTRWH mechanisms in government buildings Campaigns to makepeople aware of the situation and to encourage them to use ground waterjudiciously as well as to take up RTRWH should be undertaken Efforts should bemade minimize transmission conveyance losses
14
63 Demarcation of Arsenic Affected AreaTill now only 8 blocks have been taken up by UP Jal Nigam for survey ofarsenic in ground water which has revealed presence of arsenic above 10ppb in 7blocks and above 50ppb only in 3 samples (out of total 1193) Further studies maybe taken up where arsenic above 50ppb has been found Other parts of the districtare also to be covered to demarcate the extent and magnitude of problem7 AWARENESS AND TRAINING ACTIVITYNo Mass Awareness Programme or Water Management Training Programmehas been organized by CGWB in Shahjahanpur district8 AREA NOTIFIED BY CGWANo area block of Shahjahanpur district has been notified by CGWA9 RECOMMENDATIONS
Management of Ground Water in Urban Area (Shahjahanpur City) Emphasis is to be given to Roof Top Rain Water Harvesting (RTRWH)in buildings houses industrial premises Government should take initiatives for installation of RTRWHmechanisms in government buildings Campaigns to make people aware of the situation and to encouragethem to use ground water judiciously as well as to take up RTRWH should beundertaken Efforts should be made minimize transmission losses
Arsenic in ground water Extent of the problem of arsenic in ground water should bedemarcated and its magnitude be ascertained
BIBLIOGRAPHY REFERENCE
CGWB 1997 Delineation of Deep Fresh Water Artesian Aquifers in GangaBasin by Singh BK Chandra PC and Srivastava MM CGWB Unpub ReportManuscript
CGWB 2000 Hydrogeology and Ground Water Potential ShahjahanpurDistrict CGWB Unpub Report
15
Singh OP and Nambiar KV 1993 Quaternary Geology and Geomrphologyof a part of Ganga Basin in Districts Badaun and Shahjahanpur Uttar PradeshGSI Unpub Report
Khan AU and Rawat BP 1993 Quaternary Geology and Geomorphology ofa part of Ganga Basin in parts of Bareilly Badaun Shahjahanpur and Pillibhitdistrict Uttar Pradesh GSI Unpub Report Srivastava AB and Gairola BM 1994 Quaternary Geology andGeomorphology of parts of Shahjahanpur Bareilly Pillibhit amp LakhimpurKheri districts Uttar Pradesh GSI Unpub Report Arsenic Toxicity in Ground Water of Uttar Pradesh - Technical Report ofSWaRA Government of UP District Sankhyiki Patrika available on website updesupnicin (UP Directorateof Economics amp Statistics) UP Jal Nigam website wwwupjnorg
Census India web site wwwcensusindiagovin
CGWB 2012 State Geophysical Report of Uttar Pradesh CGWB Unpub Report Brief Industrial Profile of Shahjahanpur District UP by MSME DevelopmentInstitute Kanpur Ministry of Micro Small amp Medium Enterprise Governmentof India (available on httpdcmsmegovindipsDIP20Shahjahanpurr20VK 20Bhatt20AD20EIpdf
16
17
18
19
20
21
APPENDIX-I
SlNo
LOCATION Block TYPE OFWELL
DEPTHDRILLED
(mbgl)
DEPTHCONS-
TRUCTED(mbgl)
AQUIFER ZONES TAPPED (mbgl) STATICWATERLEVEL(mbgl)
Total District 14863450 10681538 506788 11188326 667214 3514698 7527
14
63 Demarcation of Arsenic Affected AreaTill now only 8 blocks have been taken up by UP Jal Nigam for survey ofarsenic in ground water which has revealed presence of arsenic above 10ppb in 7blocks and above 50ppb only in 3 samples (out of total 1193) Further studies maybe taken up where arsenic above 50ppb has been found Other parts of the districtare also to be covered to demarcate the extent and magnitude of problem7 AWARENESS AND TRAINING ACTIVITYNo Mass Awareness Programme or Water Management Training Programmehas been organized by CGWB in Shahjahanpur district8 AREA NOTIFIED BY CGWANo area block of Shahjahanpur district has been notified by CGWA9 RECOMMENDATIONS
Management of Ground Water in Urban Area (Shahjahanpur City) Emphasis is to be given to Roof Top Rain Water Harvesting (RTRWH)in buildings houses industrial premises Government should take initiatives for installation of RTRWHmechanisms in government buildings Campaigns to make people aware of the situation and to encouragethem to use ground water judiciously as well as to take up RTRWH should beundertaken Efforts should be made minimize transmission losses
Arsenic in ground water Extent of the problem of arsenic in ground water should bedemarcated and its magnitude be ascertained
BIBLIOGRAPHY REFERENCE
CGWB 1997 Delineation of Deep Fresh Water Artesian Aquifers in GangaBasin by Singh BK Chandra PC and Srivastava MM CGWB Unpub ReportManuscript
CGWB 2000 Hydrogeology and Ground Water Potential ShahjahanpurDistrict CGWB Unpub Report
15
Singh OP and Nambiar KV 1993 Quaternary Geology and Geomrphologyof a part of Ganga Basin in Districts Badaun and Shahjahanpur Uttar PradeshGSI Unpub Report
Khan AU and Rawat BP 1993 Quaternary Geology and Geomorphology ofa part of Ganga Basin in parts of Bareilly Badaun Shahjahanpur and Pillibhitdistrict Uttar Pradesh GSI Unpub Report Srivastava AB and Gairola BM 1994 Quaternary Geology andGeomorphology of parts of Shahjahanpur Bareilly Pillibhit amp LakhimpurKheri districts Uttar Pradesh GSI Unpub Report Arsenic Toxicity in Ground Water of Uttar Pradesh - Technical Report ofSWaRA Government of UP District Sankhyiki Patrika available on website updesupnicin (UP Directorateof Economics amp Statistics) UP Jal Nigam website wwwupjnorg
Census India web site wwwcensusindiagovin
CGWB 2012 State Geophysical Report of Uttar Pradesh CGWB Unpub Report Brief Industrial Profile of Shahjahanpur District UP by MSME DevelopmentInstitute Kanpur Ministry of Micro Small amp Medium Enterprise Governmentof India (available on httpdcmsmegovindipsDIP20Shahjahanpurr20VK 20Bhatt20AD20EIpdf
16
17
18
19
20
21
APPENDIX-I
SlNo
LOCATION Block TYPE OFWELL
DEPTHDRILLED
(mbgl)
DEPTHCONS-
TRUCTED(mbgl)
AQUIFER ZONES TAPPED (mbgl) STATICWATERLEVEL(mbgl)
Total District 14863450 10681538 506788 11188326 667214 3514698 7527
15
Singh OP and Nambiar KV 1993 Quaternary Geology and Geomrphologyof a part of Ganga Basin in Districts Badaun and Shahjahanpur Uttar PradeshGSI Unpub Report
Khan AU and Rawat BP 1993 Quaternary Geology and Geomorphology ofa part of Ganga Basin in parts of Bareilly Badaun Shahjahanpur and Pillibhitdistrict Uttar Pradesh GSI Unpub Report Srivastava AB and Gairola BM 1994 Quaternary Geology andGeomorphology of parts of Shahjahanpur Bareilly Pillibhit amp LakhimpurKheri districts Uttar Pradesh GSI Unpub Report Arsenic Toxicity in Ground Water of Uttar Pradesh - Technical Report ofSWaRA Government of UP District Sankhyiki Patrika available on website updesupnicin (UP Directorateof Economics amp Statistics) UP Jal Nigam website wwwupjnorg
Census India web site wwwcensusindiagovin
CGWB 2012 State Geophysical Report of Uttar Pradesh CGWB Unpub Report Brief Industrial Profile of Shahjahanpur District UP by MSME DevelopmentInstitute Kanpur Ministry of Micro Small amp Medium Enterprise Governmentof India (available on httpdcmsmegovindipsDIP20Shahjahanpurr20VK 20Bhatt20AD20EIpdf
16
17
18
19
20
21
APPENDIX-I
SlNo
LOCATION Block TYPE OFWELL
DEPTHDRILLED
(mbgl)
DEPTHCONS-
TRUCTED(mbgl)
AQUIFER ZONES TAPPED (mbgl) STATICWATERLEVEL(mbgl)