EBK WATER RESOURCES ENGINEERING
3rd Edition
ISBN: 9781119493167
Author: Mays
Publisher: VST
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Chapter 5, Problem 5.4.1P
To determine
The water surface at river mile 1.5.
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Chapter 5 Solutions
EBK WATER RESOURCES ENGINEERING
Ch. 5 - Prob. 5.1.1PCh. 5 - Prob. 5.1.2PCh. 5 - Prob. 5.1.3PCh. 5 - Prob. 5.1.4PCh. 5 - Prob. 5.1.5PCh. 5 - Prob. 5.1.6PCh. 5 - Prob. 5.1.7PCh. 5 - Prob. 5.1.8PCh. 5 - Prob. 5.1.9PCh. 5 - Prob. 5.2.1P
Ch. 5 - Prob. 5.2.2PCh. 5 - Prob. 5.3.1PCh. 5 - Prob. 5.3.2PCh. 5 - Prob. 5.3.3PCh. 5 - Prob. 5.3.4PCh. 5 - Prob. 5.3.5PCh. 5 - Prob. 5.3.6PCh. 5 - Prob. 5.4.1PCh. 5 - Prob. 5.4.2PCh. 5 - Prob. 5.5.1PCh. 5 - Prob. 5.5.2PCh. 5 - Prob. 5.5.3PCh. 5 - Prob. 5.5.4PCh. 5 - Prob. 5.5.5PCh. 5 - Prob. 5.5.6P
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- Find the discharge through a 6” round orifice discharging freely. The water surface elevation in the impoundment is 568’. The elevation at the center of the orifice is 500’. Use a discharge coefficient of 0.62.arrow_forwardCompute the total discharge in the stream based on thẻ given cross section information. distance, m 6 12 18 24 30 depth, m 1.6 1.9 2.5 1.3 0.6 velocity, m/s Jat 0.2 depth 1.7 2.3 · 2.4 1.8 0.7 -.. at 0.8 depth 1.1 1.9 2 1.2 0.3 ...arrow_forward05. You have the ½h-UH due to 1 cm effective rainfall. Time (hours) ½h- UH (m/s) 0.5 60 1.0 150 1.5 90 2.0 30 2.5 a. What is the area of the catchment? b. Derive the 1h-UH. c. Derive the S hydrograph. d. Derive the direct runoff hydrograph (DRH) due to the given rain storm. Assume the infiltration index at 1.0 cm/hr Total Infiltration loss Effective Rainfall Time (hour) Ecess rainfall (cm) 0.5 1.0 2.5 0.5 1.5 1.5arrow_forward
- Sol?arrow_forwardQ2. Direct runoff hydrograph and catchment area The outflow hydrograph from the storm in Q1 is as follows: Time (hours) Discharge (m³s²) Time (hours) Discharge (m³sª) 12 4 14 1 13 5 13 2 24 12 3 17 Estimate: a) The direct runoff hydrograph (assume baseflow is constant and equal to 12 m³s4). b) The area of the catchment.arrow_forward1- There following data are obtained from streamflow measurement in a river cross section. Estimate the average discharge from this cross-section. Distance from the left corner (m) 0 Water depth (m) 0 Flow velocity at 0.2 d (m/s) 0 Flow velocity at 0.8 d (m/s) 0 1 1.35 0.6 0.7 0.2 0.3 2 3.31 3 4 5.0 9.0 0.85 1.0 0.5 0.6 6 5.38 3.78 0.8 0.7 0.6 0.4 55 7 1.78 0.6 0.3arrow_forward
- Please need help!arrow_forwardProblem 7 - 64 Determine the flow in each pipe in the figure shown and the elevation of reservoir C if the inflow to reservoir A is 515 Lit/sec. Problem 7-64 with the following conditions: - inflow at reservoir A = 600 Ips - roughness coefficient for all pipes = 0.05 - elevation B = 92marrow_forward3-29. The hydrograph tabulated below is for a river that drains an area of 810 mi. Plot the hydrograph, separate the direct runoff from the base flow, and determine the volume of direct runoff in sfd, ac-ft and in. over the basin. Use Eq. 3-12 to determine the duration of the direct runoff. Tabulate the direct runoff hydrograph at 12-hr intervals. Day Hour Discharge (cfs) Day Hour Discharge (cfs) 850 4 3270 12 820 12 2500 1 790 1960 6. 935 12 1510 12 2620 6. 1240 18 6350 12 1020 6970 7 850 6800 12 680 12 6370 8. 580 5250 12 4100 a0a90있a90a0 3.arrow_forward
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