Define 30-minute unit hydrograph and describe briefly how this unit hydrograph will be used to construct storm hydrograph.
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- Describe critical depth and critical velocity with the help of specific energy curve.Rainfall-Runoff Relationships (Storm Hydrographs). Elaborate on the theory on the given statement.The figure below shows an inflow and an outflow hydrograph that was calculating using the Muskingum method for routing the hydrograph over a river reach. What is the peak flow attenuation between inflow and outflow hydrographs?
- Derive a 2-hr unit hydrograph using the Snyder method for a watershed of 70 km2 area, with a main stream that is 9 km long. Also, the distance measured from the watershed outlet to a point on the stream nearest to the centroid of the watershed is 5 km. Take Ct = 3.0 and Cp = 0.70. Graph the 2-hr unit hydrograph for the watershed.Calculate the slope (%) of the watershed to TWO decimal places given the following information: Highest elevation: 405.4m Lowest elevation: 392m Length: 109m Area: 117hause the new data please Given below is a hour unit hydrograph. Derive 8 hr unit hydrograph by S curve method
- Measurement of stream flow-.The end areas along a proposed drainage ditch are shown below. Find the total volume of excavation between stations 16+220 and 17+820Two level sections of 35-m stations have center heights of 1.39 and 1.56 m in cut, base width 15 m, and side slopes 1-1/2:1. Part A: Compute Volume for the data given. Use the average-end-area method. Express your answer in cubic meters to five significant figures.