Use the following inflow hydrograph:
Time | Inflow (cfs) | Outflow (cfs) |
6 a.m. | 10 | 10 |
Noon | 30 |
|
6 p.m. | 68 |
|
Midnight | 50 |
|
6 a.m. | 40 |
|
Noon | 31 |
|
6 p.m. | 23 |
|
Midnight | 10 |
|
Assume that the outflow hydrograph at a section 3-mi downstream is desired.
(a) Compute the outflow hydrograph by the Muskingum method using values of K = 11 hr and X = 0.13.
(b) Plot the inflow and outflow hydrographs on a single graph.
(c) Repeat steps (a) and (b) using X = 0.
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