onlinerouting08:   Cascade of linear reservoirs basin routing  Formulas C = Δt/K          C1 = C/(2+C)           C2 = (2-C)/(2+C) Qj+1n+1 = 2C1(Qaverage)j + C2Qj+1n Reference Ponce, V. M. 1989. Engineering Hydrology, Principles and Practices. Prentice Hall, pages 313-317. Return INPUT DATA: Basin area A (km2):     1000         Time interval Δt (hr):     6         Storage constant K (hr):     12         Number of reservoirs n:     3 Number of increments of [effective] rainfall intensity:     4 Increments of [effective] rainfall intensity Ij (cm/hr):     0.2,1.0,0.8,0.4 SAMPLE OUTPUT: Time interval Time (hr) Outflow (km2-cm/hr) Outflow (m3/s) 0 0 0 0 1 6 3.2 8.889 2 12 28.16 78.222 3 18 95.232 264.533 4 24 189.696 526.933 5 30 270.285 750.791 6 36 308.611 857.253 7 42 304.567 846.019 8 48 273.302 759.171 9 54 229.671 637.975 10 60 184.028 511.189 11 66 142.239 395.109 12 72 106.889 296.915 13 78 78.532 218.145 14 84 56.641 157.337 15 90 40.228 111.744 16 96 28.2 78.334 17 102 19.549 54.303 18 108 13.421 37.281 19 114 9.136 25.379 20 120 6.173 17.148 21 126 4.143 11.51 22 132 2.765 7.68 23 138 1.835 5.097 24 144 1.212 3.366 25 150 0.797 2.214 26 156 0.522 1.45 27 162 0.341 0.946 28 168 0.221 0.615 Thank you for running onlinerouting08.   Please call again.   [070424]