2X+Y Datum

Q: A hydraulic jump at the base of a spillway of a dam is such that the depth upstream and downstream…

A: As per authoring guidelines, if the question number is not specified, the first question or three…

Q: Water at 20°C is siphoned from a reservoir as shown in following figure. For d = 8 cm and D = 16 cm,…

A: Given,d=8cmD=16cTemperature of water =20°C

Q: Calculate the hydraulic head, h along with the pore-water pressure, u at points 2, 4 and 6, after…

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Q: 4. Determine the dimensions and the critical depth of the following open channels cross-sections of…

A: Given information in question  Area Discharge  Angle made by side of trapezoidal channel To find out…

Q: c) A reservoir has a plan area of 100 000 m². The discharge from the reservoir passes over a…

A: Given: Plan Area = 100 000m Rectangular Broad Crested weir dimensions: b=15m, L =2, Ps=1m   To Find:…

Q: 1m 2m 2m 2 m 4m 3m

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Q: A A 2 The three-reservoir system is shown below: 3 The elevation of Reservoir at A is 140m and at C…

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Q: A A 2 B 1 The three-reservoir system is shown below: C The elevation of Reservoir at A is 140m and…

A: Given data in question  Diameter  Discharge from pipe 1 Friction constant  Length of pipes Heights…

Q: In a rectangular channel, the depths of flow before and after the hydraulic jump are respectively…

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Q: A channel having a cross-section shown below has a flow rate of 0.049 m^3/s. Compute the hydraulic…

A: Hello dear, The answer is found to be  Hydraulic radius R=1.845 m For explanation please see the…

Q: Bernoulli's Equation Example 2 Calculate the water discharge rate and gage pressure at point B for…

A: Solution Given Data Diameter= 200 mm

Q: 6.88m. Darcy-Weisbach friction factor for all pipes, f=0.0238.    Pipe 1: Length=3500m…

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Q: Two pipes are connected in parallel between two reservoirs: L1= 2000 m, D1= 160 cm, C1=120; L2= 1400…

A: Given: Two pipes connected in parallel,L1 = 2000 m     L2 = 1400 mD1 = 160 cm    D2 = 800 mmC1 = 120…

Q: In a rectangular channel, the depths of flow before and after the hydraulic jump are respectively…

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Q: The discharge through a 2-m wide rectangular channel is 10 m3/s. If the head loss in a hydraulic…

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Q: Determine the Headloss at Pipe 1 in METERS b.) Determine the Headloss at Pipe 3 in METERS c.)…

A: Solution: Given : Length of pipes=500m Friction factor (f)=0.02 The flow rate in Pipe 1…

Q: In a circular channel 3.0 meters in diameter, flowing over half full, the water surface width is…

A: Hi there! Since you have posted a question with multiple sub-parts, we will solve the first three…

Q: Length, ft Permeability, md 150 200 80 50 300 30 500 20 200 10 Calculate the average permeability of…

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Q: 1) the total flow from reservoir A in Fig. 1 is 0.3940cu m/sec and the discharge from pipes 4 is…

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Q: Reservoir B in the figure receives 0.06 m^3/s of flow. Determine the flow in line AD.

A: QB=0.06m3s-1QB+Qc=QAwe knowhf=flQ212.1D5

Q: For a uniform flow with depth of 0.6 m and Froude number of 2.0 in a rectangular channel, the…

A: Given data: uniform flow. flow depth= 0.6 m Froude number (Fr)=2.0 rectangular channel.

Q: The three-reservoir system is shown below: A A 2 1 3 C The elevation of Reservoir at A is 140m and…

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Q: A cippoletti weir having L=1.25m maintains its head at 250mm, determine the flow in cu.m per second…

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Q: A A 2 B The three-reservoir system is shown below: 3 The elevation of Reservoir at A is 140m and at…

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Q: A 4-m wide rectangular channel is carrying 10 m³/s at a depth of 2.5 m. There is a step rise of 0.2…

A: A)The flow upstream depth Q=10 m3/secb=4md=2.5mV=QAV=104×2.5V=1 m/secFroudes…

Q: The siphon in Figure 4 is a pipe of diameter D= 0.4 m with roughness ɛ = 0.4 mm. – Calculate the…

A: step 1-

Q: A A 1 2 The three-reservoir system is shown below: 3 The elevation of Reservoir at A is 140m and at…

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Q: P2: For a given dam in the following figure, (a) Draw the flow net by using Nr= 3 and Na=6.5. (b)…

A: The small squares near dam bottoms have a high rate and quantity of water flow. Flow lines are made…

Q: 1.  For the flow net shown in the figure below, if the datum is selected at the downstream water…

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Q: A 2 B 1 The three-reservoir system is shown below: 3 |C The elevation of Reservoir at A is 140m and…

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Q: 3.2. For a CI gravity main (Fig. 3.2), calculate flow in a pipe of length 300 m and size 0.2 m. The…

A: Given:- The length of the pipe (L) = 300 m  The diameter of the CI pipe (D) = 0.2 m  The elevation…

Q: #Q 3.5.3 A Flow net is plotted for a homogeneous earthern dam of 30.0 m height with a free board of…

A: Given data,

Q: hydraulic jump is formed in a 4 m wide rectangular open channel at a short distance downstream of a…

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Q: 2.6 Draw the flow net below the dam and determine the total heads and water pressures u at points…

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Q: Water flows through a 4m wide rectangular channel at a flow depth of 0.5m. Then, a hydraulic jump…

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Q: A rectangular channel of width 10 m has a slope of 1 in 4000 and Manning coefficient 0.006 s/m/3.…

A: Width = B = 10m Slope = S = 14000 Manning's coefficient = n = .006 sm13 Discharge = Q = 40m3sec…

Q: a. Calculate the flow rate out of the reservoir, if at the discharge (point C) the cros sectional…

A: Given -

Q: In a triangular channel, the velocity along the centre line at a depth of 0.2 m and 0.8 m is 0.7 m/s…

A: Given data: Velocity at depth of 0.2 m, V0.2 = 0.7 m/s Velocity at depth of 0.8 m, V0.8 = 0.5 m/s…

Q: Water is released from a 3-m-deep reservoir into a 6-m-wide open channel through a sluice gate with…

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Q: distance of 60 m is 5 m. Determine the discharge through the aquifer per unit width if k= 0.7…

A: We knowQ=kiAi=hydraulic gradienti=h2-h1Li=560

Q: Horizontal rectangular channel (4 m) wide is carrying a discharge of 20 m3/s at a depth of 2.5 m. If…

A: Given data: b1=4 m y1 = 2.5 m b2=3.5 m Q=20 m3/s

Q: For a pipe of diameter 1 m when running full, the hydraulic mean depth will be: O 0.75 m O 1.0 m O…

A: Given data- Pipe diameter D=1 mpipe is flowing in full conditionTo Find-The hydraulic mean depth R

Q: A rectangular open channel 3 m wide, carries a discharge of 8 m/s at a flow depth of 2 m. The…

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Q: Q3. The three reservoirs A, B, and C are connected by pipes to a common junction, J. Pipe AJ is…

A: To determine the flow in pipes we have to consider head loss between the junction and each tank. The…

Q: The three-reservoir system is shown below: The elevation of Reservoir at A is 130m and at C is 30m.…

A: Elevation of reservoir A = 130 m Elevation of reservoir C = 30m Flow rate at pipe 1,   Q1= 2.1 m3/s…

Q: Determine the elevation of the upstream reservoir (A) in Figure P4.1.2 if the downstream reservoir…

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Q: In the vertical wall of a reservoir (A) there is a drowned hole that it flows into another reservoir…

A: For Orifice-2,Coefficient for Contraction (Cc) = 0.64Discharge Coefficient (Cd) = 0.604Actual…

British Gravitational Bg System Of Units

Measuring is the comparison of a particular physical quantity with its reference value. A unit is a fixed physical quantity. The length is a physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with.