Given the reservoir with a storage-discharge relationship governed by the equation S = KQ3/2, route the inflow hydro graph for problem 4.5 using storage routing techniques and a value of K = 1.21 for Q in m3/S and S in m3/S-hr. Discuss the differences in the outflow hydrograph for this reservoir and for the reservoir of problem 4.12. Use ∆t = 1 hr.
In problem 12.12
A reservoir has a linear S-Q relationship of S = KQ, Where K = 1.21 hr. the inflow hydrograph for a storm event is given in the table.
Time (hr) Inflow (m3/s)
0.................................0
1..............................100
2..............................200
3..............................400
4..............................300
5..............................200
6..............................100
7................................50
8.................................0