Reservoir B receives 0.06 m^3/s of flow. Determine: The flow in line AD. The flow in line DC. The elevation of reservoir B.

Q: Compute the total discharge in the stream based on thẻ given cro 12 18 24 30 distance, m 1.6 1.9 2.5…

A: Assuming same the cross-sectional dimensional through: The average Velocity will be,…

Q: Situation 2: Give the discharge/flow rate in (m3/s) of the system with a constant velocity of 2.5…

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Q: Uniform Flow A rectangular channel of width 4m is carrying a discharge of 36m³/sec. If the depth of…

A: Width of the rectangular channel-B = 4 m,Discharge Q=36 m3/sDepth of flow of one end of hydraulic…

Q: 42. The flow in line AD 0.219 m³/s 0.203 m³/s 0.234 m³/s 0.126 m³/s 43. The flow in line DC 0.186…

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Q: E √d=31 _-_|d=31m b=2.3m V=3m/s Find discharge.

A: Given that b = 2.3 m d = 3.1 m Velocity  v = 3 m/s Area of cross section A = b × d A = 2.3 × 3.1 =…

Q: A catchment having an area of 150 km2 has the ø index 0.3 cm/hr. The base flow at the outlet is…

A: Given - Area = 150 km2 Index = 0.3 cm/hr. Base flow = 10 m3/s Base time = 20 hrs. The peak ordinate…

Q: 521.. A channel width is 0.312 m. A venture flume having a throat of 5.6 inch was set in the…

A: In this question, we will use the relation between the metre discharge and the theoretical…

Q: A rectangular channel of 2.5 m width is carrying a discharge of 4 m³/s. Considering that…

A: A rectangular channel- Width B=2.5 m, Discharge Q=4 m3/s,

Q: A rectangular channel of 2.5 m width is carrying a discharge of 4 m³/s. Considering that…

A: Given- Width of the channel B=2.5 m, Discharge Q=4 m3/s, g=9.81 m/s2, It is needed to find the…

Q: Stationary water overflows from a reservoir over a broad crested spillway weir 5m wide. The spillway…

A: Data given H = 0.2 m L = 5 m B = 3 m Cd = 1 m Find: Depth of the flow in the channel

Q: Two reservoirs are connected by 198ft of 2-in diameter tubing. What is the flow rate when the…

A: Answer We know that Flow rate in tube is given by Q = A*V A = cross section area  of tube V =…

Q: The junction is in between reservoir A and B. Reservoir A gives water to Reservoirs B, C, and D.…

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Q: The maximum discharge of a river during floods is 200 cu.m./s. A weir is constructed across the…

A: A weir or low head dam is a boundary across the width of a stream that modifies the stream qualities…

Q: A pump draws water from a reservoir A (EL 0m) and lifts it to reservoir B (EL. 80m), the headloss…

A: Given: The flow rate is 15 L/sec. The diameter of the pipe at point 1 is 15 cm. The diameter of the…

Q: With a total flow of 14 cfs, determine the division of flow and the head loss from A to B. L = 6000…

A: ASKED: To determine the flow through each pipe and the head loss.   Given, Flow rate of the system…

Q: The velocity components in the x and y directions for an incompressible flow are given as u = (-5 +…

A: Given:  velocity component in x direction= u= -5+6x Velocity component in Y direction = v= -(9+6y)…

Q: Variation of water depth (y) in a gradually varied open channel flow is given by the first order…

A: →First order differential order as ;dydx=1-e-103lny250-45e-3lny       ....eqn 1→General initial…

Q: A small stream is of rectangular cross section. At a certain section it divides itself, encloses an…

A: Solution:

Q: The velocity components in the x and y directions for an incompressible flow are given as u = (-5 +…

A: Please refer the attached image for complete solution. THANK YOU.

Q: 6) Two reservoirs are connected by a 380 ft long comr ft. There is a square-edged entrance and exit…

A: According to given data wo reservoirs are connected by a 380 ft long commercial steel pipe with a…

Q: If u = xy + 2y³x. v = -0.5y² + 6x³2 and w = 5y²x - y³z + x, then for a steady and incompressible…

A: Given- Velocity components- u=xy+λy3x,v=-0.5y2+6x3z,w=5y2x-y3z+x, Flow is steady and incompressible,…

Q: Water flows through a pipe AB with. The flow in branch CE ism/s. Find the volume rate in AB (in…

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Q: Uniform Flow Water flows from a lake into a steep rectangular channel of 2 m width. If the 3…

A: Given- Width B= 2m, Discharge Q=20 m3/s It is needed to find the Critical depth of flow.

Q: Provided below is the cross-sectional area, verticals, depths, and velocities of a lake. Assuming…

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Q: Calculate the difference in critical depth ( in cm) corresponding to a discharge of 6.0 m³/s in a)…

A: Discharge Q= 6 m3/s rectangular channel width b=3 m Critical depth=?

Q: The velocities recorded by current meter in a stream are given below. Fin d the discharge per unit…

A: The formula of discharge is given by, Q=Area×Velocity

Q: O -index is 0.5 cm/h and the base flow at the outlet is The drainage area of a watershed is 50 km2 D…

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Q: Give the discharge/flow rate in (m3/s) of the system with a constant velocity of 2.5 m/s given the…

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Q: a) A flow discharge of 20 m'/sec passes in a 4m wide rectangular channel under the critical…

A: The specific energy at the section in open channel is the critical energy which depend on the…

Q: Water flows in a clean and straight natural channel of rectangular cross section with a bottom width…

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Q: yrum n=0.025 5 m 12 m

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Q: The outflow rate (O) and storage (S) for the emergency spillway are linearly related as O =…

A: The given data is: Outflow, O=S/10,000 Where S=storage At Time=0 hr Inflow rate=0 m3/s Outflow…

Q: A triangular weir e/2=45 maintains its head at 400mm determine the flow over the weir in cms: *

A: For triangular weri Q=Cd815H522gtanθ2so,For theoretical Cd=1

Q: Water flows through a pipe AB with_m diameter and_ m/s then passes through pipe BC with AB (in cubic…

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