EBK WATER RESOURCES ENGINEERING
3rd Edition
ISBN: 9781119493167
Author: Mays
Publisher: VST
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Chapter 5, Problem 5.5.1P
To determine
Whether the jump from upstream from the construction, and if yes, then how far and type
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Problem 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 = 92m
The average flowrate at a small municipal wastewater treatment plant is 20,000 m'/d. The highest observed peak daily flowrate is 50,000 m'id. Design rectangular primary clarifiers with a channel width of 6 m. Use a minimum of two clarifiers, Use an overflow rate of 40 m/m d at average flow and a side water depth of 4 m.
4- In a rectangular channel, a hydraulic jump occurs at a point where depth of water-
before and after the jump was 0.6 m and 1.15 m respectively. Determine the
discharge per unit width and critical depth (yc).
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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- I need the answer as soon as possiblearrow_forwardAt a wastewaterdischarge point, 2500 L/s of effluent must be conveyedin a straight rectangularchannel at a depth not exceeding 0.55 m. The smooth concrete channelbase is 1.8 m wide. Thechannelsides are constructed of rough-formed concrete.(a) Compute the flow area, wetted perimeter, and hydraulic radius at a section.(b) Compute the suitably-weighted roughnessfactorfor this flow condition.(c) Using Manning’s method, compute the section factor and conveyanceat this section.(d) What channelslope is required to convey the specified discharge?(e) What are the average and maximum shear stresses exerted against the channel?(f) Considering the calculated shear stresses, what is your assessment of the potential channelstability?arrow_forwardHydraulic Jump Given a 12-foot rectangular channel with an upstream Froude Number of 4.2 (Fr1-4.2) and a flow rate of 45 cubic feet per second (CFS) Find: The subsequent depth (Y2) Energy Loss Across the Hydraulic Jump How much energy in Pounds (lbs) is lost across the jump Y2arrow_forward
- Question- OCF A rectangular channel carrying a super critical flow is to be provided with a hydraulic jump type of energy dissipator. Energy loss required in the hydraulic jump is 8 m and inlet Froude number is √6. The initial sequent depth is?arrow_forwardneed correct and urgentarrow_forwardFind the uniform flow discharge in a 5 ft diameter reinforced concrete pipe (RCP) on a longitudinal slope of 0.003. The flow depth at pipe is 3 ft. Use Table C-2 for roughness coefficient.arrow_forward
- I need the answer as soon as possiblearrow_forwardThe flow rate in a channel with area of 25 m2 has an average depth of 3 meters - was recorded at 200m3/s. Compute for the Froude Number.arrow_forwardA triangular duct flows partly full having a bed slope of (0.004) as shown in Fig. (1) below. If the flow depth is (0.6 m), and manning's n= 0.016, compute: 1- Top width 2- Discharge 3- Is the flow subcritical or supercritical? 4- Is the flow laminar or turbulent? 1 m 1marrow_forward
- ● Design a regime channel to carry a discharge of 40 cumecs by Lacey's Theory. Assume side slopes to be 1: 1. The average size of the bed material may be taken as 0.8 mm.arrow_forwardPROBLEM 1 A rectangular channel 12 in wide and 30 ft long yielded the following test results: with still water, Z₁ - Z2 = 0.010 ft; with a measured flow of 0.20 cfs, y₁ = 0.40 ft, y2 = 0.405 ft. Determine the following: (a) V₁ (ft/s), (b) V₂ (ft/s), (c) head loss, hu(1-2), (ft), (d) slope of EGL, S, and (e) roughness factor "n".arrow_forwardDesign a coarse screen for a flow 0.45 m3/sec. The screen is placed in a canal 0.9 m in width and 0.6 m in height. Use rectangular bars 10 * 30 mm in cross section.arrow_forward
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