The inflow hydrograph for a channel reach with an initial steady flow equal to 45 m 3
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The inflow hydrograph for a channel reach with an initial steady flow equal to 45 m3/s is given in Figure 4.11 . Calculate the outflow hydrograph in 1-hour time increments. The Muskingum parameters are determined as K = 3 hours and X = 0.15 .
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350 300 250 200 Flow rate (cms) 150 100 450 400 Inflow Outflow 50 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 Time (h) FIGURE 4.11 Inflow and outflow hydrographs of Example 4.8. T
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Water Systems Analysis Design, And Planning Urban Infrastructure
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