onlinerouting06:   Time-area method of watershed routing  Formulas Q = Ij * Ak             Convolution (See text example). Reference Ponce, V. M. 1989. Engineering Hydrology, Principles and Practices. Prentice Hall, pages 307-311. Return INPUT DATA: Time interval Δt (hr):     1 Number of increments of [effective] rainfall intensity:     6 Increments of [effective] rainfall intensity Ij (cm/hr):     0.5,1.0,2.0,1.5,1.0,0.5 Number of increments of [watershed] drainage area:     4 Increments of [watershed] drainage area Ak (km2):     10,30,20,40 SAMPLE OUTPUT: Time interval Time (hr) Outflow (km2-cm/hr) Outflow (m3/s) 0 0 0 0 1 1 5 13.889 2 2 25 69.444 3 3 60 166.667 4 4 115 319.444 5 5 135 375 6 6 145 402.778 7 7 95 263.889 8 8 50 138.889 9 9 20 55.556 10 10 0 0 Thank you for running onlinerouting06.   Please call again.   [070424]