onlinerouting01:   Linear reservoir routing   ⇒   S = K O Formulas O2 = C0I2 + C1I1 + C2O1 C0 = (Δt/K)/[2+(Δt/K)]        C1 = C0        C2 = [2-(Δt/K)]/[2+(Δt/K)] Reference Ponce, V. M. 1989. Engineering Hydrology, Principles and Practices. Prentice Hall, pages 256-259. Return SAMPLE INPUT DATA: Time interval Δt (hr):     1 Storage constant K (hr):     2 Number of inflow hydrograph ordinates n:     16 Inflow hydrograph ordinates Qi:     100,150,250,400,800,1000,900,700,550,400,300,250,200,150,120,100 SAMPLE OUTPUT: Ratio Δt/K =   0.5 Time interval Time (hr) Inflow C0I2 C1I1 C2I1 Outflow 0 0 100 - - - 100 1 1 150 30 20 60 110 2 2 250 50 30 66 146 3 3 400 80 50 87.6 217.6 4 4 800 160 80 130.56 370.56 5 5 1000 200 160 222.336 582.336 6 6 900 180 200 349.402 729.402 7 7 700 140 180 437.641 757.641 8 8 550 110 140 454.585 704.585 9 9 400 80 110 422.751 612.751 10 10 300 60 80 367.65 507.65 11 11 250 50 60 304.59 414.59 12 12 200 40 50 248.754 338.754 13 13 150 30 40 203.252 273.252 14 14 120 24 30 163.951 217.951 15 15 100 20 24 130.771 174.771 16 16 100 20 20 104.863 144.863 17 17 100 20 20 86.918 126.918 18 18 100 20 20 76.151 116.151 19 19 100 20 20 69.69 109.69 20 20 100 20 20 65.814 105.814 21 21 100 20 20 63.489 103.489 22 22 100 20 20 62.093 102.093 23 23 100 20 20 61.256 101.256 24 24 100 20 20 60.754 100.754 25 25 100 20 20 60.452 100.452 Thank you for running onlinerouting01.   Please call again.   [070421]