Download "user manual"
Transcript
56 6 6 June Tole School,SHP Majh Bari Jaubari 8 9 10 11 6 28 Grand Total 183 93 8 14 - 18 20 16 17 31 32 8 19 90 181 87 9 15 19 21 17 6 32 33 9 20 94 Domestic Water Demand Present Base Population Population (P) (PO) (Nos.) P(1+r)^n1 [4] [5] 238 113 11 20 25 28 22 7 43 44 11 27 125 Design Population (Pn) P(1+r)^(n1+n) [6] 5950 2,825 275 500 - 625 700 550 175 1,075 1,100 275 675 3,125 Total Domestic Demand (lpd) [8] 150 150 150 - 0 - - 1500 1,500 1,500 - Institutional Water Demand Other Total Institutional Institutional Demand Demand (Nos.) (lpd) (lpd) [9] [10] [11] No. of Pupil in School 0 - - (lpd) [11-1] 7450 4,325.00 275 500 1,500 625 700 550 175 1,075 1,100 275 675 3,125.00 (lpd) [12] 0.14 0.08 0.01 0.01 0.02 0.01 0.02 0.01 0.00 0.02 0.02 0.01 0.01 0.07 (lps) [13] 33.00 21.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 12.00 (Factor) [14] 0.42 0.23 0.02 0.03 0.05 0.04 0.05 0.03 0.01 0.07 0.07 0.02 0.04 0.20 (lps) [15] 1.10 0.70 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.40 (lps) [16] Tap Flow Calculation Live Stock Total Water Average Tap Design Peek Factor Peek Flow Demand Demand Flow Flow 32.70 16.67 10.00 5.88 7.69 6.67 9.09 25.00 4.55 4.35 16.67 7.14 32.70 (lps) [17] Adjusted Peek Factor [18] Remarks NOTE : 1 Peak factor of 3 has been adopted 2 Design Tap Flow has been adjusted for the Peak flow by rounding off to nearest 0.01lps. 3 If flow is less than 0.1 lps then it has been adjusted to 0.1 lps and if flow is greater than 0.25 lps provide additional tapstand. 17 1 3 - 2 5 3 3 4 4 1 2 11 (Nos.) [3] Nos of HH sub total 6 6 6 Goreto Majh Tole 6 6 5 5 5 5 [2-1] Ward No. 7 Bhirbari RVT2 [2] RVT1 Deaurai tole Majh Tole Tallo Tole Raju ko Rukh sub total Cluster Name or Locality 5 1 2 3 4 [1] Tap No. Discription of Tap SCHEME NAME :Kattike WSP SUPPORT ORGANIZATION : LOCATION : WARD NO : 4,5,6 VDC : Sundarijal DISTRICT : Kathmandu Name of Community : Sundarijal Required Datas: Peak Factor:3 Per Capita Demand :25 lpcd Per Capita Demand for Students: 10 lpcd Minimum flow rate 0.10 lps Table 8-1: Example of a Spreadsheet to Compute the ‘Water Demand’