A 12 m high weir above riverbed is constructed with 1.0 m free board. The 5 km long water conveyance system delivers 5 m3/s of water to a power plant having Francis type turbine. If the Elevation of weir crest is 1155+Student ID masl (e.g., Student ID= 123, Elevation of Weir crest 1155+123= 1278 masl) and that of tailrace is 1130 masl. Analyze the power generated by the power plant. Assume head loss of the water conveyance system= 2.5m and Turbine Efficiency = 90 %.

Q: A spillway controls a reservoir a horizontal sectional area of 4.60 hectares. The permanent crest is…

A: Answer We are given  Horizontal cross sectional area = 4.60 hectares  Permanent crest level = 75 m…

Q: USING FRANCIS FORMULA: A rectangular suppressed weir of length 1 m is constructed or cut at the top…

A: From the given question, it is required to compute the time required to discharge 72 m3 of water…

Q: Determine the head causing the flow of a flat topped and broad - crested weir of 10.3m length has a…

A: Length of broad crested weir = 10.3 mHead = 50 cm=0.5mCd=0.62

Q: The head over a ??????????-crested weir, whose breadth is 5m, is 4m. Given that discharge…

A: Given Data: A trapezoidal-crested weir' Head=4m Breadth=5m Coefficient of Discharge=1.8 It is…

Q: Situation 2: A reservoir with vertical sides has a plan area of 560 x 106 sq.cm. If the discharge…

A: Given : Plan area of reservoir with vertical sides, A = 56000 m2Crest length of the trapezoidal…

Q: 563..After setting a 31.2 cm wide broad crested weir at a section of Padma River, got the discharge…

A: Given: Actual discharge = 600LPM Theoretical discharge = 0.0107 m3/s

Q: 9. In discharge of water over narrow crested weir, discharge is directly proportional to the second…

A: formula for discharge over narrow crested weir Q=23Cd2gLH32

Q: b. 44.760 d. 79.767 Question 1-A Question 1-B Question 1-C O Question 1-D Question 2-A Question 2-B…

A:

Q: WHAT WILL BE THE DISCHARGED OF A RECTANGULAR WEIR IF THE HEIGHT IS 0.4m and LENGTH IS 200m…

A: Introduction : Discharge : A discharge is a measurement of how much fluid flows in a certain amount…

Q: 2. Determine the discharge of the weir having a head of 1.2 m in L/s a) If a 90° triangular weir is…

A:

Q: By placing a broad-crested weir, why we are able to measure discharge in the channel? O All the…

A: Broad Crested weird are used to get discharge in open channel and it also controls depth.

Q: Determine the discharge (L/s) of the weir having a head of 0.851 m. if it is a trapezoidal weir with…

A:

Q: A trapezoidal weir has a side slope of 1 horizontal to 4 vertical. The head over the weir is 2.5 ft…

A:

Q: B) Determine the discharge (L/s) of the weir having a head of 0.54 m. if it is a rectangular weir…

A: Given data : Length (L)=2 mCoefficient of discharge (Cd)=0.58Head (h)=0.54 m

Q: ermine the head (in meters) on a 35° V-notch weir for a discharge of 405 L/s. Use Cd = 0.948. Round…

A:

Q: In a river 45ft wide, having an average depth of 3.5ft and a mean velocity of 2 fps, a contracted…

A:

Q: A sharp-crested rectangular weir 1 m long with end contractions suppressed and a 90˚ V-notch weir…

A:

Q: Compute the discharge in m3/s of a suppressed rectangular weir, C = 0.60, L = 4.88 m, H = 1.1 m %3D…

A: As per Bartleby policy we are supposed to solve only first question for multiple question…

Q: Determine the head (in meters) on a 25 degrees V-notch weir for a discharge of 310 L/s. use Cd =…

A:

Q: A rectangular weir 10 √10 m wide has a constant head of 1 m. If the coefficient of discharge is 0.6…

A: Cd = 0.6 L = 1010  m, H = 1 m and g = 9.80m/s2   The discharge through a rectangular notch weir is…

Q: Design a weir according to the following data: Channel width = 6 m. Flow discharge = 5 m³/s.…

A: Channel width (b) = 6 m Discharge (Q) = 5 m3/sCd = 0.65

Q: Determine the discharge of the weir having a head of 0.6 m in L/s if a 51⁰ triangular weir is used.…

A: Determine the discharge of the weir having a head of 0.6 m in L/s if a 51⁰ triangular weir is used.…

Q: 2. If a trapezoidal weir with sides inclined 14.04° with the vertical and a length of crest of 2m.…

A:

Q: Determine the discharge (ft3/s) of the weir having a head of 3.84 ft. if it is a triangular weir…

A: Given:- Head of the weir = 3.84 ft The central angle of the triangular weir = 69°  Cc = 0.898, Cd =…

Q: The head over a ?rpezoidal-crested weir, whose breadth is 5m, is 4m. Given that discharge…

A: Given Data: A trapezoidal-crested weir' Head=4m Breadth=5m Coefficient of Discharge=1.8 It is…

Q: 3. A channel is carrying 4m/s. Assuming that an error of 2 mm is made in measuring the head,…

A:

Q: Determine the discharge of the weir having a head of 0.5 m in L/s if a 70⁰ triangular weir is used.…

A: The objective of the question is to calculate the discharge of a weir given the head, the angle of…

Q: gular Weir, L = 5.55 m., Cd = 0.996 1.816 c. 44.303 3.683 d. 44.033 ular Weir, 0 = 66°, Cd = 0.904…

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Q: Point out two instances during a project (conception to completion) when it is not justified for the…

A: The Contractor will duly inspect and mark the accepted drawing and send it to the Architect, in…

Q: he outlet from a reservoir is through a broad-crested weir in which the crest is at 5 m MSL. Which…

A: Given, Weir coefficient (C) = 0.183 Width (b) = 10 m

Q: An unsymmetrical triangular weir with a vertex angle equal to a = 38 deg(left half) + B = 31…

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Q: 22. Situation 8 - Different types of weirs are to be tested to determine the discharge for a head of…

A:

Q: Find the width (meter) of a suppressed weir using the following data: H = 25.8 cm; D = 2.485 m; Q =…

A: H=25.8cm Q=0.84m3/s

Q: A doubly-contracted weir, 1.25 m high, is to be installed in a channel 2.5 m wide. The maximum flow…

A:

Q: contracted weir 1.22 m long is placed in a rectangular channel 2.74 m wide. The height of the weir…

A:

Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.