Research Article
[Retracted] A Brief Data on Water Demand Assessment for Sustainable Potable Water Supply in Yergalem Tula Kebele, Ethiopia
| Description | Unit | Present population | % Proportion by mode of service | Phase I | Phase II |
| Year | — | 2007 | 2019 | 2024 | 2029 | 2034 | 2039 | Population growth rate | — | — | 3% | 3% | 3% | 3% | 3% | Per capita demand | l/c/d | 25.00 | 25.00 | 25.00 | 25.00 | 25.00 | 25.00 | Projected/forecasted population | No. | 5, 566 | 7, 936 | 9, 200 | 10, 665 | 12, 364 | 14, 333 | Domestic water demand | m3/d | — | 198.39 | 229.99 | 266.63 | 309.09 | 358.32 | l/s | — | 2.30 | 2.66 | 3.09 | 3.58 | 4.15 | Socioeconomic factor | — | — | 0.90 | 0.90 | 0.90 | 0.90 | 0.90 | Climatic factor | — | — | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | Adjusted domestic water demand (AJDD) | m3/d | — | 178.56 | 206.99 | 239.96 | 278.18 | 322.49 | l/s | — | 2.07 | 2.40 | 2.78 | 3.22 | 3.73 | Institutional and commercial water demand; including public utilities, health centres, schools, and religious institutes (15% of AJDD). | m3/d | — | 26.78 | 31.05 | 35.99 | 41.73 | 48.37 | Livestock water demand (% of AJDD) | m3/d | — | 80.29 | 93.08 | 107.91 | 125.10 | 145.02 | Total adjusted demand (TAD) water | m3/d | — | 285.63 | 331.13 | 383.87 | 445.01 | 515.88 | l/s | — | 3.31 | 3.83 | 4.44 | 5.15 | 5.97 | Percent of nonrevenue water (15–25% of TAD) | % | — | 15% | 15% | 15% | 15% | 15% | Nonrevenue (15% water of TAD) | — | — | 42.84 | 49.67 | 57.58 | 66.75 | 77.38 | — | — | 0.50 | 0.57 | 0.67 | 0.77 | 0.90 | Average daily demand (ADD) water | m3/d | — | 328.48 | 380.80 | 441.45 | 511.76 | 593.27 | l/s | — | 3.80 | 4.41 | 5.11 | 5.92 | 6.87 | Maximum daily (1.2ADD) factor | | — | 1.2 | 1.2 | 1.2 | 1.2 | 1.2 | Maximum daily demand | m3/d | — | 394.17 | 456.95 | 529.74 | 614.11 | 711.92 | (Mdd) | l/s | — | 4.56 | 5.29 | 6.13 | 7.11 | 8.24 | Peak hour factor | — | — | 2 | 2 | 2 | 2 | 2 | Peak hour demand (2MDD) | m3/d | — | 788.35 | 913.91 | 1059.47 | 1228.22 | 1423.84 | l/s | — | 9.12 | 10.58 | 12.26 | 14.22 | 16.48 | Water production from existing source (BH) | l/s | — | 16 | 16 | 16 | 16 | 16 | New plan water source for phases I and II (BH) | l/s | — | -6.88 | -5.42 | -3.74 | -1.78 | 0.48 | Reservoir capacity for phases I and II | m3 | — | 109.49 | 126.93 | 147.15 | 170.59 | 197.76 | Adopted reservoir capacity (m^3) 1/3 of ADD | m3 | — | 110.00 | 125.00 | 150.00 | 175.00 | 200.00 |
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