When the pressure heads at A and B are 3.05 m and 89.9 m, respectively, the pump AB adds 75 kW to the system as shown. What elevation can be maintained at reservoir D? 1830-200mm C₁-130 1520m-150mm C₁-130 1220m-250mm C₁-120 A ELO 250mm

Q: Water flows into junction J from reservoirs A and Bthrough connecting pipes, the head loss through…

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Q: 1. Water is being pumped from reservoir A to reservoir B. Taking h-0.006m/m, find the pump…

A: Q= discharge = 2.5 m3/s 1 horse power= 746 watt

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: The three-tube system consists of 0.5 m diameter tubes shown. The center of rotation is at the…

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Q: (c). Water at 28°C flows at the rate of 1200 L/min from a reservoir as shown in Figure 6. Calculate…

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Q: A rectangular channel of width 4m is 3 carrying a discharge of 36m³/sec. If the depth of flow of one…

A: Width, B = 4 m Discharge, Q = 36 m3/s Depth, y1 = 1.2 m

Q: Q. 10. A rectangular channel 2m wide has a specific energy of 1.50m when carrying discharge of…

A: Given data: Rectangular channel Width  (b)= 2 m Specific energy (E)=1.5 m Discharge velocity (Q) =…

Q: What is the critical depth in a rectangular channel with 2.3 m width and 0.91 m2/s discharge per…

A: What is the critical depth in a rectangular channel and calculate minimum specific energy?

Q: h=8-06 m/s The Velocity in the outlet pipe from this reservoir is 9 m/s and h = m/s. Because of the…

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Q: Oil (p = 920 kg/m², µ̟ =102 kg/(m-s)) is to be pumped Z = +100 m- from Reservoir A to Reservoir B at…

A: Basic concepts to know are flow through pipes, laminar and turbulent flows, losses in pipe flow.

Q: A 3 m wide rectangular channel, as shown, carries a flow of 11.7m³/s. hydraulic jump Ус y2 2 Az =…

A: Given data: rectangular channel width = 3 m Discharge = 11.7 m3/s At section 3 hump = 0.4 m

Q: Q. 10. A rectangular channel 2m wide has a specific energy of 1.50m when carrying discharge of…

A: Given- A rectangular channel- Width B=2 m. Specific energy E=1.5 m Discharge Q=6.32 m3/s, It is…

Q: A single ideal pumping well, with radius of 1.0 ft and flow rate of 155 gpm, exists in an ideal…

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Q: Water flows over a spillway that is 8 ft wide. If the flow is 450 ft^3/s, and the depth at the…

A: above given data we have to find Fe ant point 1 depth after hydraulic jump and energy that is lost

Q: (400 gpm). 16. Determine the maximum steady-state pumping rate in Ips (gpm) for a 305-mm (12-in.)…

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Q: 1.) Given: Discharge thru the siphon = 280 lit/sec; siphon diam. = 200mm %3D b = 2m; elev. at C =…

A: To determine the elevation of point A apply Bernoulli's equation between C and A.…

Q: If the flow changes from subcritical to supercritical, would form. A. Hydraulic jump B. Submerged…

A: Flow types and conditionswanted to know if the flow changes from subcritical to supercritical what…

Q: Question 4 Calculate the discharge (m³/day) through an infiltration gallery placed at a depth of 4m…

A: Depth H = 4 m Drawdown in the well does not exceed 2.18 m. so, s=2.18 m Length of the gallery L =…

Q: Open Channels Water flows in a rectangular open channel at a depth of 0.75 m and a velocity of 3.2…

A: above given data d1 = .75m aand V1 =3.2 m/s

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: What is the pressure head at point 5 for the follwoing flow net. See below. a. 3.13 b. 3.33 c.…

A: Data given Find : pressure head at point 5 for the following flow net

Q: A 0.5-m-diameterconcrele pipe (5.0 cm wall thickness with rigid pipe walls) carries water 600 m…

A: 0.5-m-diameter concrele pipe (5.0 cm wall thickness with rigid pipe walls)Length,L= 600 mSurface…

Q: A) A fully penetrating unconfined well of 12 in. The diameter is pumped at a rate of 1 ft^3/sec. The…

A: As per company policy we can only answer first question. Kindly post other questions as seperate…

Q: PROBLEM 4: For the 50-mm-diameter siphon drawing oil (sp gr = 0.82) from the oil reservoir, the head…

A: D = 50 mmGo = 0.82HL(1-2) = 1.50 mHL(2-3) = 2.40 m   To determine : Discharge of oil in syphon.…

Q: 41. (a) In Fig. 9-24, the pressure in supply main D is 207 kPa when the flow from A is 0.263 m³/s.…

A: Pd=207kPa Q=0.263m3/s

Q: Pump delivers 0.05 m/s flow of 40°C water, and the intake pipe L = 4m & D = 20 cm. The pump intake…

A: Apply Bernoullis equation at water surface and pump inlet. Put  P2 equal to the cavitation pressure.…

Q: Water 2. In this system, d = 6 in., D = 6 ft, and =z2 = 12 ft. The water in the system is 13 cfs.…

A: d = 6 in or 0.5 ftD = 12 in or 1 ft

Q: Given: Discharge thru the siphon = 280 lit/sec Siphon diam = 200mm b = 2m Elev. at C= 20m Req'd: a)…

A: We will use bernoulli theorem at points.

Q: Here, the 20 degree celcius water is siphoned from a reservoir. How would I establish the minimum…

A: Given data,  Temperature = 20°C Elevation at 2 = 2 m Elevation at 3 = 7 m Diameter at 2 = 8 cm…

Q: 46 m D=0.15 m P P=150 kPa

A: P1 = 150 kPaP2 = 0 z1 = 0 z2 = 46 m hf = 0v1 = v2Q = 150 m3/hrefficiency = 80%

Q: Compute the lost head in a 150-mm pipe if it is necessary to maintain a pressure of 231 kPa at a…

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Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?