Use the following values of measured discharges at both ends of a 30-mi river reach:
Time | Inflow (cfs) | Outflow (cfs) |
6 a.m. | 10 | 10 |
Noon | 30 | 12.9 |
6 p.m. | 68 | 26.5 |
Midnight | 50 | 43.1 |
6 a.m. | 40 | 44.9 |
Noon | 31 | 41.3 |
6 p.m. | 23 | 35.3 |
Midnight | 10 | 27.7 |
6 a.m. | 10 | 19.4 |
Noon | 10 | 15.1 |
6 p.m. | 10 | 12.7 |
Midnight | 10 | 11.5 |
6 a.m. | 10 | 10.8 |
(a) Determine the Muskingum K and X values for this reach.
(b) Holding K constant (at your determined value), use the given inflow hydrograph to determine and plot three outflow hydrographs for values of x equal to the computed value, 0.5, and 0.
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