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.

Q: jump is formed in a 2 m wide channel which is horizontal and A hydraulic rectangular frictionless.…

A:

Q: (b) In a hydraulic jump taking place in a rectangular channel the discharge intensity and head loss…

A:

Q: 3. The flow net shown in the figure corresponds to the transformed geom- etry of a problem in which…

A: Data given kh = 10-4 m/s kv = 10-5 m/s

Q: The critical velocity ratio for a depth of flow 2.5 m in alluvial channel is 1.25. If the manning's…

A:

Q: a hydraulic jump occurs in a 3-m wide rectangular channel. the depth and the velocity after jump are…

A: Given; y2 = 1.75 m B = 3 m  Area = 1.75×3 = 5.25 m2 Discharge (Q) = Area * Velocity…

Q: Figure: 1 Plot the specific energy versus depth curves (in normal graph paper) for Q = 400 and 800…

A:

Q: QUESTION 1 Use the kinematic wave formula to determine the time of concentration for a small…

A: Given Data -  Length of overland flow = 45.72 m  Average overland slope = 0.02 m/m Rainfall rate =…