Installation Guide, 2018

User Manual, 2018

 

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SUB-PROJECT
1 1.1 Name of the project Jharkhet ISP
1.2 Category Surface
2 LOCATION   
2.1 Location Pokharikanda-3,salkot-6
VDCs/Municipality  
2.2 District/District headquarter Surkhet/Birendranagar
2.3 Province/ Development region Karnali
2.4 Physiographic division Hills
2.5 Accessibility  
 a. Nearest Airport  
b. Nearest Road head  
2.6 Geographical Features  
 a. Latitude  
  b. Longitude  
2.7 Topographical Map No.  
2.8 Elevation  
2.9 Marking Facilities  
3 COMMAND AREA  
3.1 Gross Command area (ha) 32
3.2 Net command area 28
3.3 Soil(Suitability for rice )  
4 HYDROLOGY  
4.1 Hydrological region/Basin  
4.2 Name of source  
4.3 Type of source  
4.4 Measured discharge(lps)  
4.5 Catchment area  
4.6 Bed Material/River stage  
4.7 River course  
4.8 Water Right Problem  
5 CANAL  
5.1 Main canal length (km) 2.5
5.2 Canal Side Slope  
5.3 Design discharge at Intake (lps ) 28
5.4 Idle canal length (km) 0.05
5.5 Lined Canal Length (km)  
6 GEOLOGY  
6.1 Age of geological formation  
6.2 Geological formation  
6.3 Geology of diversion site  
6.4  Geology of canal alignment  
7 BENEFICIARIES  
7.1. Population (person)  
7.2 Household  
7.3 Household size  
7.4 Food Situation  
8 CROPPING PATTERN  
8.1 Cropping Intensity ( Existing Cropping Pattern ) 150
8.2 Cropping Intensity ( Future Cropping Pattern ) 175
9 SCOPE OF WORKS  
9.1 Headworks Double Core Wall  
9.2 Canal Lining  
9.3 Cascade Drop  
9.4 VRB  
9.5 Division Box  
10 PROJECT COST  
10.1 Total Project Cost  
10.2 Project Construction Cost 11183
10.3 Cost per Ha  
10.4 Cost sharing by WUA Contribution 631
11 ECONOMIC ANALYSIS  
11.1 EIRR (Normal) 17.95
11.2 B/C Ratio at 10% & 12% discount rate are 1.8
11.3 Benefit from project after irrigation  
11.4 Sensitivity Analysis reveals the followings  
11.4.1 Case I  
11.4.2 Case II  
11.4.3 Case III  
12 ENVIRONMENTAL SITUATION  
13 DEMAND FOR PROJECT  
14 RECOMMENDATION  
SUB-PROJECT
1 1.1 Name of the project Itiya Kulo ISP
1.2 Category Surface
2 LOCATION  Butwal Na Pa
2.1 Location  
VDCs/Municipality  
2.2 District/District headquarter Rupandehi 
2.3 Province/ Development region Five/Western
2.4 Physiographic division Terai
2.5 Accessibility  
 a. Nearest Airport  
b. Nearest Road head  
2.6 Geographical Features  
 a. Latitude  
  b. Longitude  
2.7 Topographical Map No.  
2.8 Elevation  
2.9 Marking Facilities  
3 COMMAND AREA  
3.1 Gross Command area (ha) 3000
3.2 Net command area 2500
3.3 Soil(Suitability for rice )  
4 HYDROLOGY  
4.1 Hydrological region/Basin  
4.2 Name of source  
4.3 Type of source  
4.4 Measured discharge(lps)  
4.5 Catchment area  
4.6 Bed Material/River stage  
4.7 River course  
4.8 Water Right Problem  
5 CANAL  
5.1 Main canal length 2.08
5.2 Canal Side Slope  
5.3 Design discharge at Intake (lps ) 6500
5.4 Idle canal length 0.60
5.5 Lined Canal Length  
6 GEOLOGY  
6.1 Age of geological formation  
6.2 Geological formation  
6.3 Geology of diversion site  
6.4  Geology of canal alignment  
7 BENEFICIARIES  
7.1. Population 40250
7.2 Household 8450
7.3 Household size  
7.4 Food Situation  
8 CROPPING PATTERN  
8.1 Cropping Intensity ( Existing Cropping Pattern ) 140
8.2 Cropping Intensity ( Future Cropping Pattern ) 206
9 SCOPE OF WORKS  
9.1 Headworks Double Core Wall  
9.2 Canal Lining  
9.3 Cascade Drop  
9.4 VRB  
9.5 Division Box  
10 PROJECT COST  
10.1 Total Project Cost  
10.2 Project Construction Cost 131230
10.3 Cost per Ha  
10.4 Cost sharing by WUA Contribution  
11 ECONOMIC ANALYSIS  
11.1 EIRR (Normal) 25.51
11.2 B/C Ratio at 10% & 12% discount rate are 1.74
11.3 Benefit from project after irrigation  
11.4 Sensitivity Analysis reveals the followings  
11.4.1 Case I  
11.4.2 Case II  
11.4.3 Case III  
12 ENVIRONMENTAL SITUATION  
13 DEMAND FOR PROJECT  
14 RECOMMENDATION  
SUB-PROJECT
1 1.1 Name of the project Jhimjhime ISP
1.2 Category Surface
2 LOCATION  Saljhandi-1,2
2.1 Location  
VDCs/Municipality  
2.2 District/District headquarter Rupandehi 
2.3 Province/ Development region Five/Western
2.4 Physiographic division Terai
2.5 Accessibility  
 a. Nearest Airport  
b. Nearest Road head  
2.6 Geographical Features  
 a. Latitude  
  b. Longitude  
2.7 Topographical Map No.  
2.8 Elevation  
2.9 Marking Facilities  
3 COMMAND AREA  
3.1 Gross Command area (ha) 280
3.2 Net command area 240
3.3 Soil(Suitability for rice )  
4 HYDROLOGY  
4.1 Hydrological region/Basin  
4.2 Name of source  
4.3 Type of source  
4.4 Measured discharge(lps)  
4.5 Catchment area  
4.6 Bed Material/River stage  
4.7 River course  
4.8 Water Right Problem  
5 CANAL  
5.1 Main canal length 2.77
5.2 Canal Side Slope  
5.3 Design discharge at Intake (lps ) 560
5.4 Idle canal length 0.40
5.5 Lined Canal Length  
6 GEOLOGY  
6.1 Age of geological formation  
6.2 Geological formation  
6.3 Geology of diversion site  
6.4  Geology of canal alignment  
7 BENEFICIARIES  
7.1. Population 2077
7.2 Household 384
7.3 Household size  
7.4 Food Situation  
8 CROPPING PATTERN  
8.1 Cropping Intensity ( Existing Cropping Pattern ) 154
8.2 Cropping Intensity ( Future Cropping Pattern ) 201
9 SCOPE OF WORKS  
9.1 Headworks Double Core Wall  
9.2 Canal Lining  
9.3 Cascade Drop  
9.4 VRB  
9.5 Division Box  
10 PROJECT COST  
10.1 Total Project Cost  
10.2 Project Construction Cost 54845
10.3 Cost per Ha  
10.4 Cost sharing by WUA Contribution  
11 ECONOMIC ANALYSIS  
11.1 EIRR (Normal) 28.01
11.2 B/C Ratio at 10% & 12% discount rate are 1.88
11.3 Benefit from project after irrigation  
11.4 Sensitivity Analysis reveals the followings  
11.4.1 Case I  
11.4.2 Case II  
11.4.3 Case III  
12 ENVIRONMENTAL SITUATION  
13 DEMAND FOR PROJECT  
14 RECOMMENDATION  
SUB-PROJECT
1 1.1 Name of the project Bharai Khola ISP
1.2 Category Surface
2 LOCATION  Dubiya-6,7,9
2.1 Location  
VDCs/Municipality  
2.2 District/District headquarter Kapilvastu/Taulihawa
2.3 Province/ Development region Five/Western
2.4 Physiographic division Terai
2.5 Accessibility  
 a. Nearest Airport  
b. Nearest Road head  
2.6 Geographical Features  
 a. Latitude  
  b. Longitude  
2.7 Topographical Map No.  
2.8 Elevation  
2.9 Marking Facilities  
3 COMMAND AREA  
3.1 Gross Command area (ha) 220
3.2 Net command area 200
3.3 Soil(Suitability for rice )  
4 HYDROLOGY  
4.1 Hydrological region/Basin  
4.2 Name of source  
4.3 Type of source  
4.4 Measured discharge(lps)  
4.5 Catchment area  
4.6 Bed Material/River stage  
4.7 River course  
4.8 Water Right Problem  
5 CANAL  
5.1 Main canal length 6.60
5.2 Canal Side Slope  
5.3 Design discharge at Intake (lps ) 500
5.4 Idle canal length 4
5.5 Lined Canal Length  
6 GEOLOGY  
6.1 Age of geological formation  
6.2 Geological formation  
6.3 Geology of diversion site  
6.4  Geology of canal alignment  
7 BENEFICIARIES  
7.1. Population 1500
7.2 Household 160
7.3 Household size  
7.4 Food Situation  
8 CROPPING PATTERN  
8.1 Cropping Intensity ( Existing Cropping Pattern ) 145
8.2 Cropping Intensity ( Future Cropping Pattern ) 231
9 SCOPE OF WORKS  
9.1 Headworks Double Core Wall  
9.2 Canal Lining  
9.3 Cascade Drop  
9.4 VRB  
9.5 Division Box  
10 PROJECT COST  
10.1 Total Project Cost  
10.2 Project Construction Cost 38022
10.3 Cost per Ha  
10.4 Cost sharing by WUA Contribution  
11 ECONOMIC ANALYSIS  
11.1 EIRR (Normal) 26.07
11.2 B/C Ratio at 10% & 12% discount rate are 2.73
11.3 Benefit from project after irrigation  
11.4 Sensitivity Analysis reveals the followings  
11.4.1 Case I  
11.4.2 Case II  
11.4.3 Case III  
12 ENVIRONMENTAL SITUATION  
13 DEMAND FOR PROJECT  
14 RECOMMENDATION