Allocation under the project as per PIP (Rs. Crores)
Rs.7.55 Crore as per original PIP
Rs. 14.04 Crore as per Revised Cost Table 2013
Expenditure upto March 2014 (Rs. Crores) Rs. 10.43 Crore
Expenditure in the FY 2013-14 (Rs. Crores) Rs. 2.86 Crore
Likely expenditure by May31, 2014 (Rs. Crores) Rs. 0.91 Crore
Component wise break up
Detailed Costs
Financials (Rs. In Thousands)
2006-07 2007-08 2008-09 2009-10 2010-11 2011-12 2012-13 2013-14 Total
INVESTMENT COST
COMPONENT I: Institutional Strengthening
1. I.A. Consolidation
of HP I0.00 318.59 218.95 1883.38 1946.58 2603.82 614.13 5274.747 12860.20
2. I.B. Awareness,
Dissemination and
Knowledge Sharing
1.80 0.00 14.17 157.03 345.74 480.98 121.65 14.885 1136.26
3. I.C.
Implementation
Support
755.31 300.67 1387.41 3346.79 472.99 2298.63 2222.2810072.21
120856.28
Component I 757.11 619.26 1620.53 5387.20 2765.30 5383.44 2958.06 15361.84 34852.73
Detailed Costs
Financials (Rs. In Thousands)
2006-07 2007-08 2008-09 2009-10 2010-11 2011-12 2012-13 2013-14 Total
INVESTMENT COST
COMPONENT II: Vertical Extension
1. II.A.
Hydrological
Design Aids
0 0 0 0 15.515 0 13.144 0 28.66
2. II.B. Decision
Support
Systems
0 0 29.5 287.2552218.08
2505.819 775.683 197.464 4013.80
3. II.C. Purpose-
Driven Studies0 0
1947.23
2828.577 524.819 183.982 264.175 30.939 3779.72
Component II 0 0 1976.73 1115.832 2758.41 689.801 1053.002 228.403 7822.19
Total Investment
Cost757.109 619.26 3597.26 6503.02 5523.71 6073.23 4011.06 15590.25 42674.92
Detailed Costs
Financials (Rs. In Thousands)
2006-07 2007-08 2008-09 2009-10 2010-11 2011-12 2012-13 2013-14 Total
RECURRENT COST
COMPONENT I: Institutional Strengthening
1. I.A.
Consolidation of
HP I
275.45 252.789 337.14 149.8 116.55 56.859 43.758 54.114 1286.46
2. I.B.
Awareness,
Dissemination
and Knowledge
Sharing
0 0 0 0 0 2 0 0 2.00
3. I.C.
Implementation
Support
4510.18 4703.50 5476.69 7787.69 7468.11 9153.47 7979.144 12958.51 60037.33
Component I 4785.63 4956.29 5813.83 7937.49 7584.66 9212.33 8022.902 13012.62 61325.78
Detailed Costs
Financials (Rs. In Thousands)
2006-07 2007-08 2008-09 2009-10 2010-11 2011-12 2012-13 2013-14 Total
RECURRENT COST
COMPONENT II: Vertical Extension
1. II.A.
Hydrological
Design Aids
0 0 0 0 0 0 0 0 0.00
2. II.B. Decision
Support
Systems
2.724 0 5.472 174.662 75.683 8.638 5.086 0 272.27
3. II.C. Purpose-
Driven Studies0 0 1.68 0 19.448 21.989 0 0 43.12
Component II 2.724 0 7.152 174.662 95.131 30.627 5.086 0 315.382
Total Recurrent
Cost4788 4956 5821 8112 7680 9243 8028 13013 61641
Total Cost
5545 5576 9418 14615 13204 15316 12039 28603 104316(Investment +
Recurrent)
Gauging of Hydro- meteorological
stations using modern data
collection Equipments
• 54 River gauging sites
• 140 meteorological sites including
9 full climatic stations.
• Historical hydro- Meteorological data digitized.
• GSM telemetry system has been installed in State Data Processing Centre.
• Up gradation of existing hydro meteorological stations in Bharathapuzha River basin with Real Time Telemetric Systems.
Water Level
Recorder with
Telemetry
Systems– 7Nos
Rain Gauge with
Telemetry
Systems – 6 Nos
Data Processing and Analysis
Current Data Analysed in SDPC and Published in the form of Water Year
Book.
Pictorial representation
of Analysis Results of
Rainfall patterns in the
year 2011 and drought
year 2012
•
• Training programmes were implemented to handle the latest, sophisticated technologies, software and protocols in HIS.
• Awareness Raising Programmes to data users.
• Construction of new River gauging stations in ungauged river basins -10Nos (7 nos completed and 3 Nos nearing completion).
• Procured Arc GIS Software with 3D Analyst and Spatial
Analyst extensions.
• Strengthened and upgraded the infrastructure facilities of Level II WQ Lab at Thrissur. Salinity Study Conducted for Major Irrigation Projects.
• DSS Server with Static IP Connection and Work Stations -
3Nos.
• Procured Reference Books for Library.
Other Physical Achievements
• Construction of training center building at Thrissur –
completed.
• Construction of Regional Centre for Ground Water Building
and Lab Level II at Ernakulm.- Work is nearing Completion.
Major Basin Bharathapuzha
Basin area 6186 KM2 (4400 KM2 in Kerala)
Latitude 100 25’ to 110 15’ N
Longitude 750 50’ to 760 55’ E
Tributaries 43 Nos
Hydrological parameters (including groundwater parameters in accordance with the latest GEC) in the basin was fine tuned using NAM & Mike Basin
1. Conjunctive Use
2. Inter basin transfer with Hydropower module- Revisit of
Kuriarkuty-Karapara Project
3. Inter Sub Basin Transfer- Silent Valley to Malampuzha
reservoir
4. Artificial Recharge Viability Analysis.
5. Water Quality module
6. Water Availability of Bharathapuzha Basin
7. Reservoir Operation
8. Irrigation module
Conjunctive Use
0
20
40
60
80
100
120
Demand DeficitBase Scenario
(Mm3/Yr)
Demand DeficitOptimal Scenario-
(Mm3/Yr)
Reduction inDeficit %
Tail
Middle
Head
ScenarioUser
areas
Total
Demand
(Mm3/Yr)
SW
Abstractio
n
(Mm3/Yr)
GW
Abstractio
n (Mm3/Yr)
Demand
Deficit
(Mm3/Yr)
Base
Head 19.32 19.33 0 0
Middle 32.34 7.9 6.32 18.2
Tail 20.32 5.97 5.94 8.43
Optimal
Head 19.32 9.66 9.66 0
Middle 32.34 23.45 4.89 4
Tail 20.32 9.36 5.46 5.5
The application was envisaged for providing irrigation to Kanjikode -Kozhijampara area. The project was conceived 2 decades ago but did notmaterialize due to objection from forest department. Scenarios were run fordifferent levels of submergence using DEM. Mike Basin was used to analyze theamount water conveyed through tunnel and the hydropower generated.
The unutilized capacity of Parambikulam reservoir is made use of for
supplying water to Palakkad region in the summer months.
The process of supplying the water to Contour canal in the monsoon
months and receiving back a lesser amount in summer months is
equivalent of having a new reservoir of capacity 90Mm3 up in the
Western Ghats without any cost. (Capacity of the proposed Karapara
reservoir is only 28Mm3.)
The most suitable option appears to be the 2nd scenario in which
maximum water (164.3Mm3) is transferred to Contour canal from
Karapara and Upper Kuriarkuty and getting back a stable flow of
88.6Mm3 in summer months for power and Irrigation.
The water availability at Moolathara will be doubled from 7.5 TMC (as per
PAP agreement), if the project is implemented.
Forest submergence will be minimum in this proposal.
The power generated will be around 15 MW from Karapara and 30MW from
Main tunnel. Power can be produced in the summer also.
The power generated from the project will be more than 200MW if only peak
hour generation is followed.
During heavy rainy season, the main tunnel can also be used for transferring
flood water from Chalakudy basin to Bharathapuzha basin, where flood does
not cause much damage.
Artificial Recharge Viability Analysis
A project proposal amounting to 7.5 crores was submitted before the Kerala State Ground Water Authority which in turn has recommended to the Government for the final nod.
Inter Sub Basin Transfer
This application was to study the viability of inter sub basin water transfer during
monsoon season to rain shadow regions and there by to augment the ground
resource of the area.
Water Availability of Bharathapuzha Basin
Specific runoff in the basinRain fall distribution
0
20
40
60
80
100
120
Lit
res/se
c/k
m2
Catchment Name
Sub Basin Wise Specific run off
Reservoir Operation
Simulated data of seven reservoirs in the Study Basin was integrated using DSS(P) Software. Inflow (including dependability), Water level, Demands etc. can beviewed and exported to MS Excel. This will help Officers involved in WaterResources planning to take decisions on Water allocation.
1. Dam release study for meeting the domestic water supply in
Trivandrum.
2. Integrated operation of proposed reservoirs in Vamanapuram Basin.
3. Analysing the feasibility of a dam at Murinjapuzha – Manimala Basin.
4. Viability analysis of proposed Pattissery Dam in Pambar basin.
5. Feasibility of 7 check dam locations - Meenachil Basin.
6. Reconnaissance study for storage locations - Chalakudy Basin.
7. Feasibility of check dam locations in Pampar Basin .
8. Drinking water supply to Kollam City
9. Kuttanad Flood study
10.Thampanoor Flood study
• Database (access & update)
• DSS• MIKEBASIN
GW 1 (TSR)
SE - SW SE - GW EE-SW/Sr. HG -GW
Chief EngineerHydrology
DirectorGround Water
SecretaryWater Resources
• Database (access)• DSS• MIKEBASINVPN Connectivity
• Database (access)• DSSLAN/VPN Connectivity
• Analysed data• Model resultsWeb Server
GW Server (TVM)
GW 2 (EKM)
SW 1 (TSR Division)
SW Server (TSR)
SW 2 (Under CGNR
Division)
DSS Set-up
SW SW GW GW
LAN
DSS Project
Status of Kerala state
Rainfall Runoff model of Bharathapuzha basin
represents characteristics of GW & SW. The trainings
and DHI support was effectively utilized by the state as
there was no change in team members in the last four
years.
The Secretary to Govt. (Water Resources Department,
Kerala) and department Heads in Kerala are keen to
make use of this decision making tool. The applications
mentioned earlier was carried out on such directions.
Detailed documentation on all the developed
applications is in progress.
With projects like DSS getting good momentum, Kerala
also focuses on the extension on HP…
1. License issue for model tools
Now no network License for modelling………
2. TOT Training and Training in MIKE HYDRO
No body is trained in MIKE HYDRO (New Modelling Software). In House training
programme is needed for DSS team Members and other officials.
TOT Programme originally planned for the state was not materialized.
3. Less training in DSS(P) Software
An exhaustive training was lacking.
Comparison, Optimization, Dashboard…….. techniques
4. Modeling of other basins
Need future support to the modeling processes – NIH/DHI
5. Hardware issues
Trouble shooting in future. There is no system in place.
• Kerala State Irrigation Department
• Kerala State Ground Water Department
&
• Hard Rock Regional Centre, National
Institute of Hydrology, Belgaum
To ascertain the existing pollution levels of Rivers,Streams, Lakes, Ponds, Wells, Tap water and otherwater bodies in Kerala
To evolve Water Quality Index for the surface waterbodies and quality modelling for the selected riverreaches
To develop vulnerability index for ground waterresources
To create awareness among people about thelocations causing pollution and thereby to initiateproper pollution control practices.
Sampling Network Design.
Collection and analysis of Water Samples.
Onsite analysis of Hourly DO and BOD for selected
river Basins.
Discharge measurement at sampling sites.
Compilation of WQ Data.
Preparation of Location maps in GIS.
Data exchange to NIH for further processing and
reporting .
Awareness dissemination & Technical Workshops.
Sample Collection network was designed covering
all River Basins of the state.
The locations selected are river gauging stations,
reservoirs, ponds, lakes, intake points of Kerala
water authority, tap water points of KWA, upstream
of major tributaries confluences, points likely to be
contaminated by pesticides and d/s of discharge
points of industries.
PHYSICAL.
CHEMICAL.
BACTERIOLOGICAL.
TRACES & PESTICIDES.
PHYSICAL PARAMETERS : Colour, Temperature,
Turbidity, Total Dissolved Solids, Electrical
Conductivity, Odour.
CHEMICAL PARAMETERS : pH, Acidity, Alkalinity, Total Hardness, Calcium, Magnesium, Chloride, Fluoride, Iron, Nitrate, Dissolved Oxygen, BOD, CODSulphate, Phosphate, Manganese.
BACTERIOLOGICAL : Total Coliform, E- Coli
TRACE METALS AND PESTICIDES : Arsenic,
Copper, Mercury, Lead, Zinc Nickel, Cadmium,
Lindane, Aldrin ,Die Aldrin, Endosulphan Alpha,
Endosulphan Beta, DDD, DDE.
WQ Labs involved in the analysis of Samples.
Level II WQ Lab established under Hydrology
Project at Thrissur.
Quality Control Labs of Kerala Water
Authority (KWA).
Central Water Research Lab of CWRDM,
Kozhikode.
Physical Achievements
WQ Data of surface water samples of 485 stations
pertaining to various River Basins of the State have
been generated for the following seasons
Pre and Post Monsoon 2008
Pre Monsoon 2009
Pre and Post Monsoon 2010
Post Monsoon 2011
Pre Monsoon 2012
During the season Post Monsoon 2011 and Pre
Monsoon 2012, 175 samples were collected only from
the 15 major River Basins of the state and analysed
for physico chemical parameters
DO-BOD Monitoring of River Basins viz. Pamba,
Periyar, Muvattupuzha, Karamana, Chaliyar,
Vamanapuram, Kallada, Achenkovil, Manimala,
Meenachil, Chalakkudy, and Bharathapuzha have
been carried out on hourly basis.
Prepared maps of various river basins showing
sampling locations in Arc GIS.
Conducted awareness raising workshops on district
level and Regional Seminar on Water Quality
Assessment and Management of Kerala State at
State Level.
Technical workshops were organized to train the
State Government officials involved in Water quality
Analysis, Assessment and Management.
Location Map of WQ Monitoring Stations
Findings of the Study
The major water quality problem associated
with rivers of Kerala is bacteriological pollution.
The study also revealed that industrial pollution of
surface water is not much in Kerala compared to
other States of India.
In some of the rivers viz Periyar, Muvattupuzha etc
which directly receive untreated industrial effluents,
the pollution is in an alarming rate.
Salinity is another problem observed in the coastal
stretches
In general the water quality deterioration is
reported to be mainly due to anthropogenic
activities.
Large scale urbanization, indiscriminate disposal
of solid and liquid waste, changes in land-use
and agricultural practices contribute
significantly to the water quality deterioration
Bacteriological contamination is mainly due to
poor sanitation practices
There is an urgent need to make integrated efforts by
different Government as well as Non-Governmental
organizations in order to address issues related to large
scale contamination of fresh water resources to provide the
desired quality of water to various stake holders in Kerala.
A regular water quality monitoring program covering the
entire State.
Adequate and well trained technical staff is required for
carrying out the analysis utilizing advanced equipments in
the WQ laboratories.
Recommendations
Appropriate Scientific interventions and management practices
are required to be evolved for proper disposal of solid and
liquid waste as these lead to the contamination of the available
fresh surface as well as ground water resources.
Scientific, cost-effective and environmental friendly Mitigation
activities are to be practised.
Establishing Web based water quality information System.
Mass awareness programs to manage water quality and related
health problems.
Water Quality related studies to be continued with extended
objectives and scope to address the water quality problems of
Kerala State in a Holistic Manner.
Post project plan for continuation of
HPII Activities
Proposal for next phase of Hydrology Project submitted…….
• Development of DSS (Planning) for all River Basins of Kerala.
• Water Quality Monitoring and Modelling of Reservoirs.
• Dam Break Analysis and Flood Forecasting Study.
• Climate Change study and Hydrological Modelling.
• Real Time Data Acquisition Systems.
• Training Programmes.
• Infrastructure Development:
Thank You