EBK WATER RESOURCES ENGINEERING
3rd Edition
ISBN: 9781119493167
Author: Mays
Publisher: VST
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Chapter 5, Problem 5.2.1P
To determine
The critical depth for culvert.
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-) A 3 foot diameter culvert has a free discharge and steep slope. The entrance loss
coefficient is K. = 0.5. The headwater is 6 feet above the invert of the culvert. What is the discharge?
If the headwater continued to rise to 8 feet and the road level is at 7 feet, what is the flow given a
road length of 15 feet and C = 1.5? (Recall Ca = 1/(1+K)/2)
1. A trapezoidal concrete-lined
ditch has a bottom width of 3 ft,
a depth of 2 ft, and side slopes of 2:1. Estimate the discharge if
the channel slope is 1.0. What is the velocity? The Froude
number?
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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- Compute the hydraulic radius and hydraulic depthj for a 36 inch diameter culvert with a depth of flow of 20 inchesarrow_forwardPls fast and correctarrow_forwardQ3/ determine the discharge in the compound open channel shown in figure assume a bed slope (0.001) and the Manning coefficient is 0.03. * flood plain main channel flood plain 0.2m 10m 0.5m 10m 5marrow_forward
- Sol?arrow_forwardQuestion 11 of 23 A discharge of 1.2 m3/s flows on an open channel with a slope of 0.0062. If the coefficient of roughness is 0.0123, compute the depth of the channel for an optimum discharge for a triangular section. Select the correct response: 0.49 m 0.41 m 0.51 m 0.69 m < Previous Continuoarrow_forwardNonearrow_forward
- Solve it correctly. I will ratearrow_forwardIn a rectangular channel 2.5 feet wide with a discharge of 15 cfs and upstream depth of 6 inches, there is a 9 inch riser. What is the depth of flow after the riser? Why does the depth fall or rise? Note: kindly give me right solution according to the questionarrow_forwardA rectangular channel section increases in width from 40 ft to 50 ft in a length of 100 ft. The channel slope is 0.1%. If the discharge and the velocity of flow at section 1 are 2950 cfs and 12.8 ft/sec, respectively, determine the depths of flow at sections 1 and 2 and the velocity at section 2. Use the energy principle. Disregard the losses.please show step by step.arrow_forward
- A rectangular channel (b = 9 feet) crosses beneath a roadway inside a 70-inch RCP culvert with a C = 0.6. Note: That the culvert dimensions may not be a standard size. 1. If the design flow rate is 281 cfs what is the water surface elevation when the invert elevation of the pipe is 1,277 ft. Report to 1 decimal place 2. Provide a profile view of the channel entering the culvert. Include the invert elevation, diameter, headwater and water surface elevation on your scratch paper.arrow_forwardCorrect solution will upvotearrow_forward2. Flow occurs through a sand-filled pipe with a cross- sectional area of 60 cm?. If K is 10 cm/s and the gradient is 0.01, what is the discharge from the pipe?arrow_forward
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