onlinerouting03:   Storage-indication reservoir routing    ⇒   S = K On Formulas (2S2/Δt) + O2 = I1 + I2 + (2S1/Δt) - O1                   S = K On Storage indication variable = [(2Si/Δt) + Oi] Reference Ponce, V. M. 1989. Engineering Hydrology, Principles and Practices. Prentice Hall, pages 260-263. Return INPUT DATA: Number of corresponding sets of elevation-storage-outflow (E-S-O) array m:     7 Elevation Ei (m):     1070,1071,1072,1073,1074,1075,1076 Storage Si (m3):     0,1000000,2000000,3000000,4000000,5000000,6000000 Outflow Oi (m3/s):     0,17,48.08,88.33,136,190.07,249.85 Time interval Δt (hr):     1            Number of inflow hydrograph ordinates n:     14 Inflow hydrograph ordinates Ii:     17,20,50,100,130,150,140,110,90,70,50,30,20,17 SAMPLE OUTPUT: Time interval Time (hr) Inflow (m3/s) 2S/Δt - O 2S/Δt + O Outflow (m3/s) Elevation (m) 0 0 17 538.556 572.556 17 1071. 1 1 20 541.238 575.556 17.159 1071.005 2 2 50 573.139 611.238 19.049 1071.066 3 3 100 673.183 723.139 24.978 1071.257 4 4 130 834.15 903.183 34.517 1071.564 5 5 150 1022.762 1114.15 45.694 1071.923 6 6 140 1195.853 1312.762 58.455 1072.258 7 7 110 1310.962 1445.853 67.446 1072.481 8 8 90 1367.274 1510.962 71.844 1072.59 9 9 70 1381.382 1527.274 72.946 1072.618 10 10 50 1358.988 1501.382 71.197 1072.574 11 11 30 1305.024 1438.988 66.982 1072.47 12 12 20 1232.405 1355.024 61.31 1072.329 13 13 17 1158.354 1269.405 55.526 1072.185 14 14 17 1091.713 1192.354 50.32 1072.056 15 15 17 1033.101 1125.713 46.306 1071.943 16 16 17 980.698 1067.101 43.201 1071.843 17 17 17 933.849 1014.698 40.425 1071.754 18 18 17 891.964 967.849 37.943 1071.674 19 19 17 854.516 925.964 35.724 1071.602 20 20 17 821.037 888.516 33.74 1071.539 21 21 17 791.105 855.037 31.966 1071.482 22 22 17 764.345 825.105 30.38 1071.431 23 23 17 740.42 798.345 28.962 1071.385 24 24 17 719.031 774.42 27.695 1071.344 Thank you for running onlinerouting03.   Please call again.   [070426]