Using the Muskingum method, route the following inflow hydrograph assuming K = 4 hr, x = 0.1, Plot the inflow and outflow hydro graphs for each case assuming initial outflow equals initial inflow.
Time (hr) Inflow (m3/s)
0...........................0
2...........................5
4.........................25
6.........................50
8.........................35
10..........................21
12..........................13
14.........................7.5
16.........................2.5
18............................0