Develop a Muskingum routing program in Excel, and repeat problem 4.7. Compare the results.
In problem 4.7
Using the Muskingum method, route the following inflow hydrograph assuming
(a) = K = 4 hr, x = 0.1,
(b) K = 2 hr, x = 0.3.
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