150 km in length transmits a flow of 4.5 m3/s from a shoreline intake on Shoal Lake (Lake of the Woods system) to a distribution reservoir in the City of Winnipeg. Use the Manning’s equation to calculate the minimum-size pipe required to transport the required flow. The maximum allowable head loss from the Lake to the reservoir is 98 m. Assume that entrance and exit losses are negligible and n = 0.013. Explain why the Manning’s equation is used in this case.

Q: A pipe is to carry 3.26 X 10 -4 m³ /s flow assuming C=100, diameter=20 mm, length=27 m. Find the…

A: Given: Discharge, Q = 3.26 x 10-4 m3/s Pipe coefficient, C = 100 Diameter, d = 20 mm = 0.02 m…

Q: If the flow into a 20 m wide x 85 m long x 4 m max height detention basin occurs at a constant rate…

A: Storage quantity of detention basin, V = 20 x 85 x 4 = 6800 m3 Inflow rate, Q = 1.7 m3/s

Q: A rectangular reservoir with dimensions 3.30m and 2.98 discharges water through a suppressed weir…

A: Given:- Dimensions of rectangular reservoir Length = 3.30 m Breadth = 2.98 m Depth of flow over weir…

Q: 3. Determine the flows in the network illustrated in fig. 5.11; minor losses are given by Cm V²/2g.…

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Q: 7. Which of the following assumptions is true in case of GVF? a) The flow is not steady b) The…

A: A gradually varied flow, is the one in which the depth of flow varies gradually from section to…

Q: 1. A pipe network consists of pipeline 1 from A to B, then at B it is disconnected to pipelines 2…

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Q: c. Discuss how the hydraulic design of the Overflow weir, Morning glory spillway and Siphon spillway…

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Q: AR²/351/2 Derive Manning's equation for turbulent and uniform flow: Q = where Q is " n in m³/s; A,…

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Q: Q.64 The town of Panipat has a low turbidity raw water and is designing its overflow weir at a…

A: given- overflow rate=180 m3/d/mflow rate=0.6 m3/s

Q: 23 Determine the discharge, in L/s, over the weir having a head of 0.30 m if a 90-degree triangular…

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Q: If the pipe from junction J to reservoir C willI be replace by two pipes with the same diameter what…

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Q: Determine the minimum discharge in the pipe for this condition. is desired to increase the discharge…

A: According to given data  Two reservoirs have a minimum difference in water-surface elevation of 40 m…

Q: Two reservoirs are connected with 4500 ft of 10-in diameter pipeline (ks = 0.005 in). Determine the…

A:

Q: The velocity of flow at the downstream of a weir is 14.23 m/s. The depth of flow when the water is…

A: Given: Velocity of flow, V = 14.23 m/s Initial depth of flow, y1 = 0.27 m

Q: What is the depth of the flow (m) in a circular channel of diameter 2.0 m for the maximum velocity?

A: given dia of circular channel-D= 2 m

Q: 10. Find the discharge over a cipolletti weir of length 1.3 m when the head over the weir is 0.65 m.…

A: This question is related to the Fluid Mechanics from Civil Engineering. In This question we…

Q: A municipal water supply diversion pipe carries flow from Lake Agnes to the watershed divide at…

A: Using the formula, Q = 0.432×C×(D^2.63)×(S^0.54) Where, C = Hazen Williams' constant (For High…

Q: A distributary channel having bed width 5.00 m and full supply depth of 1.50 m carries 3.0 m3/s of…

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Q: Redesign an existing rectangular storm sewer, 1.00m wide and 1.50m deep, into a circular section…

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Q: 0.12 A hydraulic structure is sized for a 50 year recurrence interval design discharge. What is the…

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Q: Determine the discharge in MLD of a 2800 mm gravity flow concrete aqueduct with a hydraulic gradient…

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Q: A multi-barrel culvert is to transport a flow of 10 cfs underneath a roadway. The allowable head on…

A: Given  Q = 10 cfs, d = 12 inch k = 0.2, h allowable = 2 ft

Q: A weir in a horizontal channel is 12 ft wide and 4 ft high. The upstream water depth is 5.2 ft.…

A:

Q: A 30 ft wide UV treatment tank has a serpentine weir to regulate flow depth. The forks of the weir…

A: Given:- The width of the UV treatment tank = 30 ft The forks of the weir = 1.5 ft wide The length of…

Q: The depth of water over the weir was 5m. If the total discharge through the weir was  1,000,000 m3,…

A: Given data,  Depth (H) = 5 m Discharge = 1000000 m3 Length = 200 m

Q: 2. A flocculation basin is to be designed for a water treatment plant, and the design flow is 49,200…

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Q: Determine section of Lacey's Regime channel carrying a discharge of 10 m/sec in an alluvium of 0.5…

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Q: 4. In a wastewater treatment plant, primary sedimentation tank (PST) designed at an overflow rate of…

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: • HW1// Route the flood hydrograph indicated below through a reservoir. The storage (elevation…

A: Given,  Flow=3LH 32 L=70 ft  Crest height=60 ft To determine, Route the flood hydrograph

Q: A rectangular channel has a base width of 7m and a depth of 2.5 m. carries a discharge of 21.81…

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Q: Use the Hazen-Williams Equation to calculate the flow rate of water in a 4.5-km long, 4-m diameter…

A: Given: The length of the pipe is 4.5 km. The diameter of the pipe is 4 m. The head loss is 30 m.

Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.