Question: 9 . 4 2 Given the following inflow hydrograph: table [ [ Hour , Inflow ( cfs ) , Outflow ( cfs ) ]

9.42 Given the following inflow hydrograph:
\table[[Hour,Inflow (cfs),Outflow (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.
9 . 4 2 Given the following inflow hydrograph: \

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