online_dimensionless_uh_cascade:   Dimensionless unit hydrograph by the cascade of linear reservoirs  Formulas C = tr/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):     432         Unit hydrograph duration tr (hr):     3         Storage constant K (hr):     9         Number of reservoirs N:     2 SAMPLE OUTPUT: Please check:  Relative volume under unit hydrograph (1 cm of runoff):  Vuh = 1.00000008.     The correct value is:  Vuh =  1. Time interval Time (hr) Outflow (m3/s) Dimensionless time t* Dimensioless outflow Q* 0 0 0 0 0 1 3 16.327 1 0.041 2 6 39.650 2 0.099 3 9 48.313 3 0.121 4 12 48.769 4 0.122 5 15 45.049 5 0.113 6 18 39.464 6 0.099 7 21 33.392 7 0.083 8 24 27.569 8 0.069 9 27 22.347 9 0.056 10 30 17.859 10 0.045 11 33 14.111 11 0.035 12 36 11.047 12 0.028 13 39 8.582 13 0.021 14 42 6.623 14 0.017 15 45 5.084 15 0.013 16 48 3.883 16 0.01 17 51 2.954 17 0.007 18 54 2.238 18 0.006 19 57 1.69 19 0.004 20 60 1.273 20 0.003 21 63 0.956 21 0.002 22 66 0.716 22 0.002 23 69 0.536 23 0.001 24 72 0.4 24 0.001 25 75 0.298 25 0.001 26 78 0.221 26 0.001 27 81 0.164 27 0 28 84 0.122 28 0 29 87 0.09 29 0 30 90 0.067 30 0 31 93 0.049 31 0 32 96 0.036 32 0 33 99 0.027 33 0 34 102 0.02 34 0 35 105 0.015 35 0 36 108 0.011 36 0 37 111 0.008 37 0 38 114 0.006 38 0 39 117 0.004 39 0 40 120 0.003 40 0 41 123 0.002 41 0 42 126 0.002 42 0 43 129 0.001 43 0 44 132 0.001 44 0 Thank you for running online_dimensionless_uh_cascade.   [090517]