Repeat Problem 1(a) by dividing the 3-mi reach into two subreaches with equal K values of 5.5 hr. Compare the results.
Problem 1
Given the following inflow hydrograph:
Hour | Inflow (cfs) | Our flow (cfs) |
6 a.m. | 100 | 100 |
Noon | 300 |
|
6 p.m. | 680 |
|
Midnight | 500 |
|
6 a.m. | 400 |
|
Noon | 310 |
|
6 p.m. | 230 |
|
Midnight | 100 |
|
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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