SALIENT FEATURES OF AUGMENTATION OF HNAHLAN WATER SUPPLY SCHEME (SOLAR PUMPING)
(Funded under NABARD RIDF-XXIV)
1 | State | : | Mizoram |
2 | District | : | Champhai District |
3 | Habitation | : | Hnahlan |
4 | Source | : | Kurung Stream |
5 | Population base year | : | 2020 AD |
6 | Population Design year | : | 2040 AD |
7 | Design period | : | 20 years |
8 | Design population | : | 8383 souls |
9 | Design Water Demand | : | 0.46 Mld |
10 | Design supply level | : | 55 lpcd |
11 | Delivery System | : | Solar Pumping System |
12 | Distribution System | : | Dead End/Tree System |
13 | No. of target habitation | : | 1 town |
14 | Intake structures | : | RCC Weir & Intake |
15 | Approx. location of Intake | : | 23°42'20.82"N; 93°23'33.01"E |
16 | Method of water treatment | : | a) Plain Sedimentation Tank |
b) Rapid Sand Filtration | |||
17 | Nos. of pumping stages | : | 3 |
18 | Location of Stage-I | : | 23°42'18.75"N; 93°24'0.50"E |
19 | Location of Stage-II | : | 23°42'4.83"N; 93°23'44.95"E |
20 | Location of Stage-III | : | 23°42'7.49"N; 93°23'18.68"E |
21 | Pump Specifications | : | Stage I |
Flow Rate: 1.4-73 m3/hr Motor Power: 19.5-75.4 KW | |||
SPV Power Plant: 110.88 KWp | |||
Stage II | |||
Flow Rate: 0.88-73 m3/hr Motor Power: 19.5-71.90 KW SPV Power Plant: 105.60 KWp | |||
Stage III | |||
Flow Rate: 0.88-65 m3/hr Motor Power: 19.5-72.50 KW SPV Power Plant: 110.88 KWp | |||
22 | Static head | : | 550 m |
23 | Gravity main | : | 80mmØ GI(M) 1000 m length |
24 | Pumping Main | : | 80mmØ GI(M) 5000 m length |
25 | Service Reservoir | : | 2 Nos. Of 4 lakh litres capacity |
26 | Building | : | (i) Site Office |
(ii) Duty Room | |||
27 | Mode of Execution | : | Departmental & Contract |
28 | Project Duration | : | 36 months |
29 | Estimated Amount | : | Rs. 10,65,57,000.00 |
30 | AA & ES No. & Date | : | No.G.20012/1/2009-PHE/Pt Dt 5th August, 2019. |