In: Civil Engineering
A portion of the inflow hydrograph to a reach of channel is given below. If K = 1 unit and the weighting factor, X = 0.30, find the outflow of each time step from the reach for the period shown below with the Muskingum method, and plot the hydrograph of the inflow and outflow. Time Inflow Outflow 0 3 3 1 5 2 10 3 8 4 6 See example file for part of the calculations, you must show all the calculations for at least one time step on how you fill the table above.