Route an overland flow hydrograph over a distance of 500 m using the analytical kinematic wave solution with variable wave celerity. The overland flow occurs over a 75 m wide plane strip of constant slope 0.006 and n = 0.014. The inflow hydrograph is triangular with a peak of 1.25 m³/s at a time to peak of 15 min and with a time base of 45 min. The initial base flow is 0.25 m³/s. Plot the inflow and outflow hydrographs.
Route an overland flow hydrograph over a distance of 500 m using the analytical kinematic wave solution with variable wave celerity. The overland flow occurs over a 75 m wide plane strip of constant slope 0.006 and n = 0.014. The inflow hydrograph is triangular with a peak of 1.25 m³/s at a time to peak of 15 min and with a time base of 45 min. The initial base flow is 0.25 m³/s. Plot the inflow and outflow hydrographs.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Step 1: Introducing Given data
VIEWStep 2: Calculation of inflow discharge Q at different time t
VIEWStep 3: Draw Inflow hydrograph
VIEWStep 4: Procedure of kinematic wave solution
VIEWStep 5: Sample calculation for t = 5 min
VIEWStep 6: Make a table of each terms
VIEWStep 7: Draw outflow hydrograph
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