[Appendices] Appendix-1: Member List of the Study Team················································································ A1- 1 Appendix-2: Study Schedule ··········································································································· A2- 1 Appendix-3: List of Parties Concerned······························································································· A3- 1 Appendix-4: Minutes of Discussions ······························································································ A4- 1 Appendix-5: References collected·································································································· A5- 1 Appendix-6: Other Relevant Data ··································································································· A6- 1 Appendix-7: Technical Note on Hydrogeology ············································································· A7- 1
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[Appendices] Appendix-1: Member List of the Study Team ················································································ A1- 1
Appendix-2: Study Schedule ··········································································································· A2- 1
Appendix-3: List of Parties Concerned······························································································· A3- 1
Appendix-4: Minutes of Discussions ······························································································ A4- 1
Damascus Consultant member arrived at Damascus. Preparation of study.
Jan. 16 (Sun) Planning mem. Arrive at Dam.
Damascus Call on JICA/EOJ/SPC/MoHC/DAWSSA. Submittal of Draft Report.
Jan. 17 (Sun) Damascus Explanation/discussion on draft report. Field inspection
Jan. 18 (Sun) Damascus Discussion on M/D, Field reconnaissance.
Jan. 19 (Sun) Damascus Signing on M/D, Report to EOJ, Field reconnaissance.
Jan. 20 (Sun) Planning mem. Left Dam.
Damascus A member left Dam. Field inspection on Yaboos.
Jan. 21 (Sun) Damascus Field inspection on transmission pipe line.
Jan. 22 (Sun) Damascus Field inspection on facility construction sites.
Jan. 23 (Sun) Damascus Discussion with DAWSSA.
Jan. 24 (Sun) Consultant left Damascus.
In flight Consultant left Damascus.
A3-1
Appendix-3 List of Parties Concerned in the Recipient Country
(1) State Planning Commission: SPC Mr. Bassam Al Sibai:Deputy Head of State Planning Commission Ms. Elham Morad:Coordinator
(2) Ministry of Housing and Construction: MoHC Dr. Nabil Al Ashraf:Deputy Minister
(3) Damascus City Water Supply and Sewerage Authority: DAWSSA Eng. Muwafak Khallouf:General Director Eng. Khaled Al Shalak:Deputy General Director, Director of Studies & Design Eng. Mai Al Safadi:Head of Water Resources section Eng. Nabel Abo Trab:Head of Study section Eng. Abed Al Naser Hamed:Deputy Head of Water Resources section Mr. Ahmed Hadaya:Environment section Eng. Hosam Eddin Al Huraiden:Director of Construction & Supervision Eng. Marwan Soman:Director of Production Eng. Bassam Asekria:Director of Distribution Eng. Hazem Safadi:Director of Planning & Statistics Eng. Nabeel Lwis:Head of Electric & Mechanical Department Eng. Dr. M. Chafic Safadi:Water Resources Consultant Mr. Kanzo SHIMADA: Senior Volunteer(Countermeasure on Leakage)
(4) General Directorate for Irrigation Barada and Awaji Basins, Ministry of Irrigation Dr. Jamil Fallouh:General Director Dr. Hassan Al Fayad:Deputy General Director Eng. Ahmad Abdullah:Head of WRIC Eng. Kassem Natouf:WRIC Sector Eng. Zaki Jamal Addin:Hydrogeology Section Eng. Jan Khiami:Hydrogeology Section Mr. Maroan Satah
(5) Water Resources Information Center, Ministry of Irrigation: WRIC Dr. Bachar J. Faiad: Director Mr. Kazuhisa ITO: JICA Expert (Chief Advisor) Mr. Takehiko SOMEYA: JICA Expert (Hydrology) Mr. Nobuo SUGIURA: JICA Coordinator Mr. Noriyuki MORI: JICA Expert (Chief Advisor)
(6) International Water Bureau, Ministry of Irrigation Dr. Eng. Abdel Aziz Al Masri:Technical Committee member of International Water
Bureau
A3-2
(7) General Commission for Scientific Agricultural Research, Ministry of Agriculture Mr. Ali M. Kaisi: Department Director, ANRR Mr. Awadi Arslan: Department Director, ANRR Mr. Akira KOTO: JICA Expert
(8) Embassy of Japan Mr. Mituru MURASE: Counselor
Mr. Takeshi OKUDA: Second Secretary (Economic Cooperation)
(9) JICA, Syria Office Mr. Kazuhisa NAGASAWA: Resident Representative Mr. Shigeru OTAKE: Deputy Resident Representative Ms. Reiko FUNABA: Assistant Resident Representative Mr. Sakher Mrishih: Programme Officer, Water Resources & Agriculture Sectors Dr. Hafez Al Sadeq:Consultant
(10) University of Damascus Dr. Mohamad K. Kayyal, Faculty of Civil Engineering
A5-1
Appendix-5 References collected
(1) References related to EIA ① The Seven Water Basins of Syria: Environmental Action Plans World Bank/UNDP, April 1998 Environmental Resources Management (ERM), 8 Cavendish Square, London W1M 0ER ② General Environmental Impact Assessment Guideline including Draft EIA Decree Establishment of an Environmental Assessment (EIA) Unit World Bank, European Investment Bank, March 1995 DHV Consultants BV, Amersfoort, The Netherlands in association with Alfa Group, Damascus, Syrian Arab Republic ③ Industrial Pollution Abatement Guideline Wastewater Treatment Plants Establishment of an Environmental Assessment (EIA) Unit World Bank, European Investment Bank, May 1995 DHV Consultants BV, Amersfoort, The Netherlands in association with Alfa Group, Damascus, Syrian Arab Republic ④ STUDIES AND DESIGN OF WORKS CONCERNING REHABILITATION AND
EXPANSION OF THE WATER SUPPLY SYSTEM OF DAMASCUS CITY AND ITS SURROUNDINGS (DRAFT), ENVIRONMENTAL REPORT, DAWSSA, March 2004
LAHMEYER INTERNATIONAL in association with AAC (Kuwait) and AWMc (United Kingdum) ⑤ National Environmental Action Plan for the Syrian Arab Republic Ministry of State for Environmental Affairs, Syrian Arab Republic UNDP, The World Bank, with the assistance of ERM ⑥ PROJECT OF SUPPLYING PART OF THE WATER DEMAND OF DAMASCUS
CITY FROM THE SYRIAN COASTAL AREA WATER SUPPLY, ENVIRONMENTAL IMPACT ASSESSMENT, PHASE II
DAWSSA, July 2003 IBG, DHV ⑦ Law No.50 Republic President, Pursuant to the constitution provisions, June 2002
(2) Maps ① Topo-map (covering all study area) 1:50,000. x 1 sheet ② Topo-map (covering all study area) 1:25,000. x 4 sheets ③ Digital map (covering Dimas area) 1:5,000. x 1 sheet ④ GEOLOGICAL MAP OF SYRIA (covering Zabadani to Yafour) 1:50,000.
A5-2
Sheet I-37-VII-3a,c USSR, 1962 ⑤ A Part of Geological Map of Syria (covering all study areas) 1:250,000. (unknown) ⑥ Carte Geologique de la partie Nord du massif de l’Anti-Leban Bassin versant de la
Source Figeh ETUDE HYDROLOGIQUE ET HYDROGEOLOGIQUE DE LA SOURCE FIGEH GRENOBIT, France, R II 442-101、(unknown) 1 :200,000. ⑦ Digital map of Damascus (by CD-R) ⑧ General plan of Highway 8sheet
(3) Miscellaneous Data/Information on Hydrogeology ① Results of Pumping Test (by MOI)
② Well Log of Monitoring wells (by MOI)
③ A Part of Haramon Project Report
④ Groundwater Hydrograph of Monitoring Wells (WRIC)
⑤ Information on Wadi Marwa Well Field
⑥ Groundwater Hydrograph of production wells (DAWSSA)
⑦ Results of Water Quality Analysis (DAWSSA)
(4) Data/References on Water Supply of Damascus City ① Water Production Data (2002) by DAWSSA ② Studies and Design of Works Concerning Rehabilitation and Expansion of the Water
Supply System of Damascus City and its Surroundings (Project primary report Vol. 1/3 and 2.3)
③ Project of Supplying Part of the Water Demand of Damascus City and its Countryside from the Syrian Coastal Area Water Supply, Evaluation of Water Demand (Phase I), February 2003
A6-1
Appendix-6. Other Relevant Data 6-1. Hydraulic Calculations on Collection Pipes Table 6-1 Hydraulic Calculation of Collection Pipeline Figure 6-1 Yaboos Collection Pipeline 6-2. Hydraulic Calculation on Transmission Pipelines Table 6-2-1. Hydraulic Calculation of Maadar/Yaboos Line (19 wells) Figure 6-2-1. Profile of Maadar/Yaboos Line (19 wells) Table 6-2-2. Hydraulic Calculation of Maadar/Yaboos Line (32 wells) Figure 6-2-2. Profile of Maadar/Yaboos Line (32 wells) 6-3. Estimation of Total Submersible Pump Head 6-4. Construction Cost borne by the Syrian Side 6-5. Results of Baseline Survey 6-6. Results of Water Quality Test and Water Quality Syrian Standard 6-7. Results of Group Well Pumping Test Figure 6-7-1. Location Map of Group Well Pumping Test Figure 6-7-2. Results of Group Well Pumping Test Figure 6-7-3. Results of Group Well Pumping Test (Private Well) Table 6-7-1. Results of Group Well Pumping Test
Tabl
e 6-
1 H
ydra
lic C
alcu
latio
n of
Col
lect
ion
Pipe
line
(Yab
oos)
Lin
e N
o.
Junction
Dis
tance
Unit F
low
Dis
char
geEle
vation
Dia
mete
rV
elo
city
Loss
D.W
.LH
ead
Pum
p H
ead
備
考
(m)
(l/s)
(m3/s)
(EL. m
)(m
m)
(m/s)
(m)
(EL. m
)(m
)(m
)
West
Sid
e
1Y-
1-
J-
167.0
13.9
0.0
139
1,2
80.6
150
0.7
86
0.4
51,3
11.7
31.1
2Y-
2-
J-
185.0
13.9
0.0
139
1,2
85.3
150
0.7
86
0.5
71,3
11.9
26.6
3J-
1-
J-
221.0
0.0
278
1,2
78.4
200
0.8
85
0.1
31,3
11.3
32.9
4Yー
3-
J-
25.0
13.9
0.0
139
1,2
77.7
150
0.7
86
0.0
31,3
11.2
33.5
5J-
2-
J-
326.0
0.0
417
1,2
78.3
200
1.3
27
0.3
31,3
11.2
32.9
6Y-
4-
J-
416.0
13.9
0.0
139
1,3
08.6
150
0.7
86
0.1
11,3
12.0
3.4
7J-
4-
J-
3183.0
0.0
278
1,2
92.6
200
0.8
85
1.0
91,3
11.9
19.3
Futu
re c
onnection (1 W
ell)
8J-
3-
J-
5211.0
0.0
694
1,2
77.3
300
0.9
83
0.9
51,3
10.8
33.5
9Y-
12
-J-
541.0
13.9
0.0
139
1,2
76.9
150
0.7
86
0.2
81,3
10.2
33.3
10
J-
5-
J-
7315.0
0.0
833
1,2
76.1
300
1.1
80
1.9
91,3
09.9
33.8
11
Y-
5-
J-
6147.0
13.9
0.0
139
1,2
82.1
150
0.7
86
0.9
91,3
09.4
27.3
12
Y-
13
-J-
611.0
13.9
0.0
139
1,2
75.4
150
0.7
86
0.0
71,3
08.5
33.1
13
J-
6-
J-
786.0
0.0
278
1,2
75.5
200
0.8
85
0.5
11,3
08.4
32.9
14
J-
7-
J-
861.0
0.1
111
1,2
69.5
350
1.1
55
0.3
11,3
07.9
38.4
15
Y-
6-
J-
8107.0
13.9
0.0
139
1,2
68.5
150
0.7
86
0.7
21,3
08.3
39.8
16
J-
8-
J-
9239.0
0.1
250
1,2
68.1
350
1.3
00
1.5
11,3
07.6
39.5
Eas
t Sid
e
17
Y-
11
-J-
10
91.0
13.9
0.0
139
1,3
08.0
150
0.7
86
0.6
11,3
09.6
1.6
18
Y-
10
-J-
10
17.0
13.9
0.0
139
1,2
99.4
150
0.7
86
0.1
11,3
09.2
9.8
19
J-
10
-J-
11
74.0
0.0
278
1,2
96.6
200
0.8
85
0.4
41,3
09.0
12.4
20
J-
11
-J-
12
17.0
0.0
417
1,2
89.4
200
1.3
27
0.2
21,3
08.6
19.2
Futu
re c
onnection (3 W
ells
)
21
Y-
9-
J-
12
7.0
13.9
0.0
139
1,2
87.2
150
0.7
86
0.0
51,3
08.4
21.2
22
J-
12
-J-
13
114.0
0.0
556
1,2
87.7
250
1.1
32
0.8
31,3
08.4
20.7
23
Y-
8-
J-
13
9.0
13.9
0.0
139
1,2
81.2
150
0.7
86
0.0
61,3
07.6
26.4
24
J-
13
-J-
14
136.0
0.0
694
1,2
80.6
250
1.4
15
1.4
91,3
07.6
27.0
25
Y-
7-
J-
14
21.0
13.9
0.0
139
1,2
72.1
150
0.7
86
0.1
41,3
06.2
34.1
26
J-
14
-J-
940.0
0.0
833
1,2
71.1
250
1.6
99
0.6
21,3
06.1
35.0
27
J-
9-
RT
7.0
0.2
083
1,2
69.7
400
1.6
59
0.0
61,3
06.1
36.4
RT
1,2
69.5
1,3
06.0
36.5
Tota
l2,1
54.0
A6-2
Tab
le 6
-2-1
Hyd
ralic
Cal
cula
tion o
f M
aada
r/Yab
oos
Lin
e(N
um
ber
of W
ells
: 19)
Stat
ion
Loca
tion
Dis
tanc
epe
r poi
nts
Dis
tanc
ebe
ginn
ing
Dis
tanc
ebe
ginn
ing
G.L
.D
iam
eter
Cov
erin
gC
ente
r of
Pipe
EL
Dis
char
geV
eloc
ityH
ydra
ulic
Gra
dien
tH
ead
loss
Dyn
amic
head
Dyn
amic
W. P
.St
atic
head
Stat
icW
. P.
Rem
arks
m①
m
②m
EL
mm
mm
EL
mm
3/se
cm
/se
cm
/1000m
mEL
mm
EL
mm
0R
T N
o.1
0.0
00.0
00.0
01,1
90.0
0350
1.0
1188.8
30.0
97
1.01
13.9
7356
0.0
01190.0
1.2
1193.0
4.2
7 w
ells
-50
750.2
4750.2
4750.2
41,1
17.4
5350
1.0
1116.2
80.0
97
1.01
13.9
7356
2.9
811
87.0
70.7
1193
.076
.7-41
345.4
91,0
95.7
31,0
95.7
31,0
90.8
8350
1.0
1089.7
10.0
97
1.01
13.9
7356
1.3
711
85.6
95.9
1193
.010
3.3
-32
Low
est
poin
t538.8
71,6
34.6
01,6
34.6
01,0
50.5
3350
1.0
1049.3
60.0
97
1.01
13.9
7356
2.1
411
83.5
134.
111
93.0
143.
6-21
Boost
er
Sta
tion
1,1
15.0
62,7
49.6
62,7
49.6
61,1
70.2
0350
1.0
1169.0
30.0
97
1.01
13.9
7356
4.4
311
79.1
10.0
1193
.024
.0
-21
Boost
er
Sta
tion
611.2
92,2
34.0
52,7
49.6
61,1
70.2
0350
1.0
1169.0
30.0
97
1.01
13.9
7356
2.4
31372.9
203.8
1361.0
192.0
-15
509.0
21,6
22.7
63,3
60.9
51,2
44.8
1350
1.0
1243.6
40.0
97
1.01
13.9
7356
2.0
21370.4
126.8
1361.0
117.4
-10
510.0
61,1
13.7
43,8
69.9
71,2
92.1
9350
1.0
1291.0
20.0
97
1.01
13.9
7356
2.0
31368.4
77.4
1361.0
70.0
-5
603.6
8603.6
84,3
80.0
31,3
34.4
9350
1.0
1333.3
20.0
97
1.01
13.9
7356
2.4
01366.4
33.1
1361.0
27.7
1R
T N
o.2
0.0
00.0
04,9
83.7
11,3
60.8
5350
1.0
1359.6
80.0
97
1.01
13.9
7356
0.0
01364.0
4.3
1361.0
1.3
1R
T N
o.2
0.0
00.0
04,9
83.7
11360.8
5350
1.0
1359.6
80.1
11
1.15
55.0
8704
0.0
01361.0
1.3
1364.0
4.3
1 w
ell
6500.8
0500.8
05,4
84.5
11325.6
0350
1.0
1324.4
30.1
11
1.15
55.0
8704
2.5
513
58.5
34.0
1364
.039
.612
Low
est
poin
t599.8
81,1
00.6
86,0
84.3
91315.3
0350
1.0
1314.1
30.1
11
1.15
55.0
8704
3.0
513
55.4
41.3
1364
.049
.920
799.9
31,9
00.6
16,8
84.3
21318.0
6350
1.0
1316.8
90.1
11
1.15
55.0
8704
4.0
713
51.3
34.4
1364
.047
.128+50m
Conncetion
850.5
42,7
51.1
57,7
34.8
61328.2
9350
1.0
1327.1
20.1
11
1.15
55.0
8704
4.3
313
47.0
19.9
1364
.036
.9M
aada
r I
〃〃
0.0
02,7
51.1
57,7
34.8
61328.2
9500
1.0
1327.0
40.1
11
0.56
60.8
9556
0.0
013
47.0
20.0
1364
.037
.032
Hig
hest
poin
t349.9
33,1
01.0
88,0
84.7
91330.4
8500
1.0
1329.2
30.1
11
0.56
60.8
9556
0.3
113
46.7
17.5
1364
.034
.840
799.9
73,9
01.0
58,8
84.7
61320.7
4500
1.0
1319.4
90.1
11
0.56
60.8
9556
0.7
213
46.0
26.5
1364
.044
.550
999.9
34,9
00.9
89,8
84.6
91303.4
0500
1.0
1302.1
50.1
11
0.56
60.8
9556
0.9
013
45.1
42.9
1364
.061
.860
999.9
75,9
00.9
510,8
84.6
61297.9
3500
1.0
1296.6
80.1
11
0.56
60.8
9556
0.9
013
44.2
47.5
1364
.067
.370
1,0
00.3
66,9
01.3
111,8
85.0
21290.7
1500
1.0
1289.4
60.1
11
0.56
60.8
9556
0.9
013
43.3
53.8
1364
.074
.583
Hig
hw
ay1,3
00.3
08,2
01.6
113,1
85.3
21290.2
9500
1.2
1288.8
40.1
11
0.56
60.8
9556
1.1
613
42.1
53.3
1364
.075
.290
700.1
78,9
01.7
813,8
85.4
91286.0
7500
1.2
1284.6
20.1
11
0.56
60.8
9556
0.6
313
41.5
56.9
1364
.079
.4103
Yab
oos
WS
1,3
00.0
410,2
01.8
215,1
85.5
31269.7
3500
1.2
1268.2
80.1
11
0.56
60.8
9556
1.1
613
40.3
72.1
1364
.095
.7〃
PB
R N
o.1
0.0
010,2
01.8
215,1
85.5
31269.7
3600
1.2
1268.2
30.2
64
0.93
41.8
2582
0.0
01269.0
0.8
1272.0
3.8
11 w
ells
110
714.5
210,9
16.3
415,9
00.0
51263.5
5600
1.2
1262.0
50.2
64
0.93
41.8
2582
1.3
012
67.7
5.6
1272
.010
.0120
1,0
00.5
611,9
16.9
016,9
00.6
11247.5
3600
1.2
1246.0
30.2
64
0.93
41.8
2582
1.8
312
65.9
19.8
1272
.026
.0130
1,0
02.0
012,9
18.9
017,9
02.6
11229.6
2600
1.2
1228.1
20.2
64
0.93
41.8
2582
1.8
312
64.0
35.9
1272
.043
.9140
1,0
03.1
813,9
22.0
818,9
05.7
91200.3
5600
1.2
1198.8
50.2
64
0.93
41.8
2582
1.8
312
62.2
63.4
1272
.073
.2L16
PB
R N
o.2
1,2
09.3
815,1
31.4
620,1
15.1
71173.0
9600
1.2
1171.5
90.2
64
0.93
41.8
2582
2.2
112
60.0
88.4
1272
.010
0.4
〃P
BR
No.2
0.0
015,1
31.4
620,1
15.1
71173.0
9600
1.2
1171.5
90.2
64
0.93
41.8
2582
0.0
01174.0
2.4
1177.0
5.4
164
Hig
hw
ay1,2
28.6
416,3
60.1
021,3
43.8
11152.2
6600
1.2
1150.7
60.2
64
0.93
41.8
2582
2.2
411
71.8
21.0
1177
.026
.2178
Zar
zar
lake
1,4
01.4
917,7
61.5
922,7
45.3
01144.6
6600
1.0
1143.3
60.2
64
0.93
41.8
2582
2.5
611
69.2
25.8
1177
.033
.6186
Low
est
poin
t799.4
318,5
61.0
223,5
44.7
31132.3
6600
1.0
1131.0
60.2
64
0.93
41.8
2582
1.4
611
67.7
36.7
1177
.045
.9191
hig
hest
poin
t499.6
819,0
60.7
024,0
44.4
11152.1
6600
1.0
1150.8
60.2
64
0.93
41.8
2582
0.9
111
66.8
16.0
1177
.026
.1193
200.0
519,2
60.7
524,2
44.4
61144.9
8600
1.0
1143.6
80.2
64
0.93
41.8
2582
0.3
711
66.5
22.8
1177
.033
.3197
concre
te b
ridg
e399.3
519,6
60.1
024,6
43.8
11112.1
6600
1.0
1110.8
60.2
64
0.93
41.8
2582
0.7
311
65.7
54.9
1177
.066
.1211
Mai
n r
oad
1,3
95.1
321,0
55.2
326,0
38.9
41092.6
1600
1.0
1091.3
10.2
64
0.93
41.8
2582
2.5
511
63.2
71.9
1177
.085
.7216
Cro
ssin
g ra
ilway
499.5
821,5
54.8
126,5
38.5
21088.5
6600
1.0
1087.2
60.2
64
0.93
41.8
2582
0.9
111
62.3
75.0
1177
.089
.7G
Exi
stin
g P
BR
144.9
121,6
99.7
226,6
83.4
31091.5
8600
1.0
1090.2
80.2
64
0.93
41.8
2582
0.2
611
62.0
71.7
1177
.086
.7
A6-4
Tab
le 6
-2-2
Hyd
ralic
Cal
cula
tion o
f M
aada
r/Yab
oos
Lin
e(N
um
ber
of W
ells
: 32)
Stat
ion
Loca
tion
Dis
tanc
epe
r poi
nts
Dis
tanc
ebe
ginn
ing
Dis
tanc
ebe
ginn
ing
G.L
.D
iam
eter
Cov
erin
gC
ente
r of
Pipe
EL
Dis
char
geV
eloc
ityH
ydra
ulic
Gra
dien
tH
ead
loss
Dyn
amic
head
Dyn
amic
W. P
.St
atic
head
Stat
icW
. P.
Rem
arks
m①
m
②m
EL
mm
mm
EL
mm
3/se
cm
/se
cm
/1000m
mEL
mm
EL
mm
0R
T N
o.1
0.0
00.0
00.0
01,1
90.0
0350
1.0
1188.8
30.1
11
1.15
55.0
8704
0.0
01190.0
1.2
1193.0
4.2
8 w
ells
-50
750.2
4750.2
4750.2
41,1
17.4
5350
1.0
1116.2
80.1
11
1.15
55.0
8704
3.8
211
86.2
69.9
1193
.076
.7-41
345.4
91,0
95.7
31,0
95.7
31,0
90.8
8350
1.0
1089.7
10.1
11
1.15
55.0
8704
1.7
611
84.4
94.7
1193
.010
3.3
-32
Low
est
poin
t538.8
71,6
34.6
01,6
34.6
01,0
50.5
3350
1.0
1049.3
60.1
11
1.15
55.0
8704
2.7
411
81.7
132.
311
93.0
143.
6-21
Boost
er
Sta
tion
1,1
15.0
62,7
49.6
62,7
49.6
61,1
70.2
0350
1.0
1169.0
30.1
11
1.15
55.0
8704
5.6
711
76.0
7.0
1193
.024
.0
-21
Boost
er
Sta
tion
611.2
92,2
34.0
52,7
49.6
61,1
70.2
0350
1.0
1169.0
30.1
11
1.15
55.0
8704
3.1
11375.4
206.3
1361.0
192.0
-15
509.0
21,6
22.7
63,3
60.9
51,2
44.8
1350
1.0
1243.6
40.1
11
1.15
55.0
8704
2.5
91372.3
128.6
1361.0
117.4
-10
510.0
61,1
13.7
43,8
69.9
71,2
92.1
9350
1.0
1291.0
20.1
11
1.15
55.0
8704
2.5
91369.7
78.6
1361.0
70.0
-5
603.6
8603.6
84,3
80.0
31,3
34.4
9350
1.0
1333.3
20.1
11
1.15
55.0
8704
3.0
71367.1
33.8
1361.0
27.7
1R
T N
o.2
0.0
00.0
04,9
83.7
11,3
60.8
5350
1.0
1359.6
80.1
11
1.15
55.0
8704
0.0
01364.0
4.3
1361.0
1.3
1R
T N
o.2
0.0
00.0
04,9
83.7
11360.8
5350
1.0
1359.6
80.1
53
1.58
99.1
6907
0.0
01361.0
1.3
1364.0
4.3
3 w
ells
6500.8
0500.8
05,4
84.5
11325.6
0350
1.0
1324.4
30.1
53
1.58
99.1
6907
4.5
913
56.4
32.0
1364
.039
.612
Low
est
poin
t599.8
81,1
00.6
86,0
84.3
91315.3
0350
1.0
1314.1
30.1
53
1.58
99.1
6907
5.5
013
50.9
36.8
1364
.049
.920
799.9
31,9
00.6
16,8
84.3
21318.0
6350
1.0
1316.8
90.1
53
1.58
99.1
6907
7.3
313
43.6
26.7
1364
.047
.128+50m
Conncetion
850.5
42,7
51.1
57,7
34.8
61328.2
9350
1.0
1327.1
20.1
53
1.58
99.1
6907
7.8
013
35.8
8.7
1364
.036
.9〃
〃0.0
02,7
51.1
57,7
34.8
61328.2
9500
1.0
1327.0
40.2
36
1.20
33.6
1166
0.0
013
35.8
8.7
1364
.037
.06 w
ells
32
Hig
hest
poin
t349.9
33,1
01.0
88,0
84.7
91330.4
8500
1.0
1329.2
30.2
36
1.20
33.6
1166
1.2
613
34.5
5.3
1364
.034
.840
799.9
73,9
01.0
58,8
84.7
61320.7
4500
1.0
1319.4
90.2
36
1.20
33.6
1166
2.8
913
31.6
12.1
1364
.044
.550
999.9
34,9
00.9
89,8
84.6
91303.4
0500
1.0
1302.1
50.2
36
1.20
33.6
1166
3.6
113
28.0
25.9
1364
.061
.860
999.9
75,9
00.9
510,8
84.6
61297.9
3500
1.0
1296.6
80.2
36
1.20
33.6
1166
3.6
113
24.4
27.7
1364
.067
.370
1,0
00.3
66,9
01.3
111,8
85.0
21290.7
1500
1.0
1289.4
60.2
36
1.20
33.6
1166
3.6
113
20.8
31.3
1364
.074
.583
Hig
hw
ay1,3
00.3
08,2
01.6
113,1
85.3
21290.2
9500
1.2
1288.8
40.2
36
1.20
33.6
1166
4.7
013
16.1
27.2
1364
.075
.290
700.1
78,9
01.7
813,8
85.4
91286.0
7500
1.2
1284.6
20.2
36
1.20
33.6
1166
2.5
313
13.6
28.9
1364
.079
.4103
Yab
oos
WS
1,3
00.0
410,2
01.8
215,1
85.5
31269.7
3500
1.2
1268.2
80.2
36
1.20
33.6
1166
4.7
013
08.9
40.6
1364
.095
.7〃
PB
R N
o.1
0.0
010,2
01.8
215,1
85.5
31269.7
3600
1.2
1268.2
30.4
44
1.57
34.7
8951
0.0
01269.0
0.8
1272.0
3.8
15 w
ells
110
714.5
210,9
16.3
415,9
00.0
51263.5
5600
1.2
1262.0
50.4
44
1.57
34.7
8951
3.4
212
65.6
3.5
1272
.010
.0120
1,0
00.5
611,9
16.9
016,9
00.6
11247.5
3600
1.2
1246.0
30.4
44
1.57
34.7
8951
4.7
912
60.8
14.8
1272
.026
.0130
1,0
02.0
012,9
18.9
017,9
02.6
11229.6
2600
1.2
1228.1
20.4
44
1.57
34.7
8951
4.8
012
56.0
27.9
1272
.043
.9140
1,0
03.1
813,9
22.0
818,9
05.7
91200.3
5600
1.2
1198.8
50.4
44
1.57
34.7
8951
4.8
012
51.2
52.3
1272
.073
.2L16
PB
R N
o.2
1,2
09.3
815,1
31.4
620,1
15.1
71173.0
9600
1.2
1171.5
90.4
44
1.57
34.7
8951
5.7
912
45.4
73.8
1272
.010
0.4
〃P
BR
No.2
0.0
015,1
31.4
620,1
15.1
71173.0
9600
1.2
1171.5
90.4
44
1.57
34.7
8951
0.0
01174.0
2.4
1177.0
5.4
164
Hig
hw
ay1,2
28.6
416,3
60.1
021,3
43.8
11152.2
6600
1.2
1150.7
60.4
44
1.57
34.7
8951
5.8
811
68.1
17.4
1177
.026
.2178
Zar
zar
lake
1,4
01.4
917,7
61.5
922,7
45.3
01144.6
6600
1.0
1143.3
60.4
44
1.57
34.7
8951
6.7
111
61.4
18.0
1177
.033
.6186
Low
est
poin
t799.4
318,5
61.0
223,5
44.7
31132.3
6600
1.0
1131.0
60.4
44
1.57
34.7
8951
3.8
311
57.6
26.5
1177
.045
.9191
hig
hest
poin
t499.6
819,0
60.7
024,0
44.4
11152.1
6600
1.0
1150.8
60.4
44
1.57
34.7
8951
2.3
911
55.2
4.3
1177
.026
.1193
200.0
519,2
60.7
524,2
44.4
61144.9
8600
1.0
1143.6
80.4
44
1.57
34.7
8951
0.9
611
54.2
10.5
1177
.033
.3197
concre
te b
ridg
e399.3
519,6
60.1
024,6
43.8
11112.1
6600
1.0
1110.8
60.4
44
1.57
34.7
8951
1.9
111
52.3
41.5
1177
.066
.1211
Mai
n r
oad
1,3
95.1
321,0
55.2
326,0
38.9
41092.6
1600
1.0
1091.3
10.4
44
1.57
34.7
8951
6.6
811
45.6
54.3
1177
.085
.7216
Cro
ssin
g ra
ilway
499.5
821,5
54.8
126,5
38.5
21088.5
6600
1.0
1087.2
60.4
44
1.57
34.7
8951
2.3
911
43.2
56.0
1177
.089
.7G
Exi
stin
g P
BR
144.9
121,6
99.7
226,6
83.4
31091.5
8600
1.0
1090.2
80.4
44
1.57
34.7
8951
0.6
911
42.5
52.3
1177
.086
.7
A6-6
Appen
dix
6-3
Est
imat
ion o
f T
ota
l Subm
ersi
ble
Pum
p H
ead
Wel
l N
o.
Dis
char
ge(m
3/m
in)
Gro
und
Lev
el
Sta
tic
Wat
erLev
elG
L
(m
)
Dra
wdown
Dyn
amic
Wat
erLev
elG
L
(m
)
Pip
elin
eLoss
(m)
Act
ual
Hea
d(m
)
Ris
erPip
e D
ia.
(mm
)
Vel
oci
ty(m
/s)
Cf
Ris
erPip
eLen
gth
(m)
No.
of
Ris
erPip
e(N
o.)
Tota
lLen
gth
(m)
Ris
erPip
e Loss
(m)
Tota
lH
ead
(m)
Rat
ing
Hea
d(m
)
Moto
rO
utp
ut
(kW
)
Dis
tance
(m)
Cab
leSiz
e(m
m2)
Cab
leLen
gth
(m)
YA
10.8
31280.6
297.0
20.0
117.0
31.1
148.1
100
1.7
7110
0.0
302
6.0
020
120
5.7
8154
160
37
130
38
260
YA
20.8
31285.3
2101.5
16.0
117.5
26.6
144.1
100
1.7
7110
0.0
302
6.0
020
120
5.7
8150
160
37
130
38
260
YA
30.8
31277.6
993.2
33.0
126.2
33.5
159.7
100
1.7
7110
0.0
302
6.0
022
132
6.3
6167
170
45
142
38
284
YA
40.8
31308.5
9111.6
34.0
145.6
3.4
149.0
100
1.7
7110
0.0
302
6.0
025
150
7.2
3157
160
37
160
38
320
YA
50.8
31282.1
399.3
23.0
122.3
27.3
149.6
100
1.7
7110
0.0
302
6.0
021
126
6.0
7156
160
37
136
38
272
YA
60.8
31268.4
987.0
16.0
103.0
39.8
142.8
100
1.7
7110
0.0
302
6.0
018
108
5.2
0149
160
37
118
38
236
YA
70.8
31272.0
790.7
35.0
125.7
34.1
159.8
100
1.7
7110
0.0
302
6.0
022
132
6.3
6167
170
45
142
38
284
YA
80.8
31281.2
0100.0
19.0
119.0
26.4
145.4
100
1.7
7110
0.0
302
6.0
021
126
6.0
7152
160
37
136
38
272
YA
90.8
31287.1
9107.0
32.0
139.0
21.2
160.2
100
1.7
7110
0.0
302
6.0
024
144
6.9
4168
170
45
154
38
308
YA
10
0.8
31299.3
3117.8
78.0
195.8
9.8
205.6
100
1.7
7110
0.0
302
6.0
033
198
9.5
4216
220
55
208
60
416
YA
11
0.8
31307.9
9127.7
73.0
200.7
1.6
202.3
100
1.7
7110
0.0
302
6.0
034
204
9.8
3213
220
55
214
60
428
260
Sta
ndar
d P
um
p S
pec
ifica
tion
Dis
char
geT
ota
l H
ead
Moto
r O
utp
ut
Cab
le S
ize
(m3/H
)(m
)(m
)(k
W)
(mm
2)
50.0
00
~66
15
5.5
50.0
066.1
~82
18.5
8.0
50.0
082.1
~97
22
50.0
097.1
~133
30
22
50.0
0133.1
~163
37
38
50.0
0163.1
~198
45
38
50.0
0198.1
~242
55
60
A6-8
Appendix 6-4 Construction Cost borne by the Syrian Side (Phase 1)
Unit: Syrian pound
Item Dimension Unit Q'ty Rate Cost Remarks
1.
a) Well House Construction m2 11 66,000 726,000
Sub-total 726,000
b) Pipe Laying Works for DIP φ400mm m 7 800 5,600
Collection Pipelines DIP φ350mm m 300 700 210,000
DIP φ300mm m 526 600 315,600
DIP φ250mm m 290 500 145,000
DIP φ200mm m 407 400 162,800
DIP φ150mm m 624 300 187,200
Sub-total 2,154 1,026,200
c) Construction of No.3 RT Concrete works m3 332 7,500 2,490,000
Sub-total 2,490,000
d) Pipe Laying Works for DIP φ600mm m 11,497 1,200 13,796,400
Transmission Pipelines Sub-total 13,796,400
e) Construction of No.2 PBR Concrete works m3 242 7,500 1,812,300
& Related pipe Laying DIP φ600mm m 8.5 1,200 10,200
Sub-total 1,822,500
f) Construction of No.3 PBR Concrete works m3 107 7,500 804,450
& Related pipe Laying DIP φ600mm m 45 1,200 54,000
Sub-total 858,450
g) Generator House Concrete works sets 2 2,000,000 4,000,000
Sub-total 4,000,000
Total 24,719,550
h) Other works 4,943,910 20% of Tatal
i) Construction cost 29,663,460
j) Administration and Contingency 14,831,730 50% of Construction cost
Ground total 44,495,190
2. Electric Facility
Generator set 2 5,100,000 10,200,000
Panels sets 11 150,000 1,650,000
Transformer set 2 4,560,000 9,120,000
Total 20,970,000
3. Land acquisition m2 840 100 84,000
4. Monitoring
Well drilling sets 1 1,500,000 1,500,000
Monitoring Devices sets 3 140,000 420,000 Including Transportation
Total 1,920,000
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A6-10
Appendix 6-5. Results of Baseline Survey
1. Purpose of the Survey
The survey aims to analyze present social conditions and water supply situations in the service areas covered by Damascus City Water Supply and Sewerage Authority (DAWSSA) and will be of some help to formulate indicator for studying evaluation of this Project. 2. Survey Area and Number of Sample
This survey was conducted as the same method as “the Study on the Development of Water Supply System for the Damascus City” in 1997 by JICA. The survey areas were divided into 5 groups, that is 3 groups based on the household income of the formal water supply area in Damascus City, 1 group at the informal water supply area in Damascus City and the last group at villages of the service areas at outskirts of Damascus City.
DAWSSA supplies water to approximately 350,000 households on paper at present and that is excluded the informal areas in Damascus City. It is recommendable that samples of the survey is 3,500 households as being picked up on 1% of all supplied household. However, it is very difficult to survey such numbers within 1 month. Finally, 500 households, around 0.1% of all supplied household, are selected as our survey samples referring to 600 samples at JICA Study. 500 samples were classified to 5 class groups based on the monthly income and service areas. Each class group has 100 samples approximately, as shown in the table below.
Table-1 Survey Class and Sample Number Class Supply Area Income per Month Number Remarks 1 25,000SP ~ 105 samples 2 10,000~25,000SP 105 samples 3
Formal area in Damascus City
~ 10,000SP 105 samples 4 Informal area in Damascus City 105 samples 5 Villages 80 samples 10 households per village
Total 500 samples 3. Method and Duration
The survey was carried out by the interview method of five interviewing groups (two interviewers per group) according to the questionnaires from March 27 to April 12, 2004. 4. Survey Result
The survey results are as follows. (1) Distance from main road
Most people were living along the main road. Distance from the main road of Class group 1~3 is within 0.5km and one of Class 4~5 is within 2.0km.
(2) Electricity and communication condition Average electricity cut per month is 4.2 times. The number of phones is 1 set per household and one of mobile phone, recently it is very popular, is 0.6 set per household.
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Table-2 Electricity and Communication Condition Class Item Unit 1 2 3 4 5 Average
Electricity cut per month Set 0.39 2.41 3.10 10.23 5.08 4.20 Phone per household Set 1.36 0.98 0.83 0.57 1.20 0.98 Mobile per household Set 1.68 0.56 0.33 0.10 0.45 0.63
(3) Family Structure
As shown in Table-3, average number of household is 5.53 persons against 6.0 persons at the JICA Study.
Tsble-3 Family Structure Class Item Unit 1 2 3 4 5 Average
Number per household Person 3.96 6.15 5.91 5.62 6.13 5.53 Rate of infants and students Person 38.2 40.1 38.5 46.4 35.3 39.9 Rate attending university & university degree
Person 43.3 22.9 8.1 5.6 9.2 18.3
(4) Occupation
There are few farmers in Damascus City. Rate of agriculture is only 9% even in the villages outside Damascus City.
Table-4 Occupation Class Item Unit 1 2 3 4 5
Agricultural % 0 1.9 0 0 8.6 (5) Expenses
Average income in Class 3 (low income class in Damascus City) and Class 4 (informal areas in Damascus City) seems 5,000 SP per month and one in Class 5 (villages) seems 9,000 SP. As shown in Table-6, it is a big difference of balance between income and expenditure in Class 1 and 3. One reason is that maximum income of Class 1 is assumed 100,000 SP, but it is not clear the reason of Class 3. On the other hand, average income is lower that the expenditure. The reason is also average income is estimated based on the mean of range. Engel’s coefficient in Class 2 is a bigger rate than other classes. It seems the rate of infants and students in household is affected in Engel’s coefficient.
Table-5 Monthly Income Class Monthly Income Unit 1 2 3 4 5