Reservoir B in the figure receives 0.08 m3/s of flow. Properties of each pipe: Pipe # 1: Length = 1800 m., Diameter = 550 mm, f = 0.0204 Pipe # 2: Length = 600 m., Diameter = 250 mm, f = 0.0223 Pipe # 3: Length = 750 m., Diameter = 350 mm, f = 0.0226 Elevation A = 120 m. Elevation C = 60 m. Determine the following: 1. Flow in pipe 3. (Ans : 0.41259) 2. Headloss in pipe 2. (Ans : 7.243) 3. Elevation of Reservoir B. (Ans : 98.134) Show solution.

Q: Two tanks with a difference in water levels of 180 m are shown in Figure Q4. The tanks are connected…

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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: A straight 30 cm pipeline 4.80 km long is laid between two reservoirs having surfaces at Elev 100 m…

A: Consider the following diagram for the given condition: The numbers 1, 2, and 3 are the three…

Q: Three reservoirs A, B and C are connected as shown in Figure below. The water elevations in…

A: Considering Major loss:- H=FLv2d2g=FLθ2d2g*(π4*d2)2 H=rθ2 θ=HR where, r=8fLπ2gD2

Q: A semi-circular flume 1.2m in diameter is used to carry a flow of 1.75m^3/s when flowing full. If…

A: Diameter of semi-circular flume(D)=1.2 m, Flow rate (Q)= 1.75 m3/sec, Manning's constant(n)=0.012.

Q: A straight 30 cm pipeline 4.80 km long is laid between two reservoirs having surfaces at Elev 100 m…

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Q: You are working for a big engineering company. The company has a project on building a channel, and…

A: B = 20 m Q = Area x V

Q: k = 0.2 m/s b = 24.5 m h1 = 47.4 m h2 = 24.1 m x = 891.2 m length of aquifer is 1756.6 m 3.…

A: step 1-

Q: Refer to the illustration below. A C B D Solve for the following: 1. Headloss in meters at Pipe A 2.…

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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: A reservoir A contains water at an elevation of 45 m. and a 50 mm pipe line leads downhill from the…

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Q: Determine the flow rate of water as the figure shown. b = 5 m Yi = 1.5 m P = 0.60 m Sharp-crested…

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Q: The specific energy, E, is defined as the total energy head with respect to the channel or pipe…

A: Given data : Flow rate (Q)=1 m3/sWidth (w)=5 mDepth (d)=20 cm

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: There are three pipes and each has different friction or roughness factors below: Saint Pancras…

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Q: ELEV. = 65m A ELEV. 32m L- 1500m 2 - 1400m D- 750mm Q= 1.2 m3/s D= 600mm ELEV. - ?? L= 1800m D=…

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Q: 2. It is known that an irrigation channel has a rectangle with width (b) = 4.5 m, height (h) = 5 m,…

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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: Two pipes link two reservoirs (A and B) that are 15m apart in height. Pipe 1 is 60 mm wide and 100 m…

A: Given: Difference in Height (Z) = 15m Pipe 1 Dimensions 60 mm dia 100 m long Pipe 2 Dimension 90mm…

Q: Two sharp-ended pipes (A & B) of diameter da = 100 mm, and dg = 120 mm and of length LA = 400 m and…

A: (a)- Rate of flow for Pipe A, Total head loss=loss at entry+loss at exit+friction…

Q: Water (ρ = 998 kg/m 3, ν = 1 * 10−6 m 2/s) flows in a 9–cm–diameter pipe under fully developed…

A: Solution

Q: Three reservoirs A, B, and C is connected respectively with pipes 1, 2, and 3 joining at a common…

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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: SITUATION 2: Three reservoirs A, B, and C are connected by a pipe system with a common junction at…

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Q: Q2/ Four pipes A, B, C, and D form a system of pipes that co reservoirs A and B, as shown in figure…

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Q: Determine the flow in each pipe in the reservoir shown below. Use the values provided in the table.…

A: To Determine the flow in each pipe in the reservoir shown.

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: Piezometer Reservoir A Elevation 100 ft Reservoir C Elevation 80 ft Reservoir B Elevation 80 t…

A: Given that, Hazen William's equation with C1=120. Using Hazen William's equation velocity…

Q: Problem 3. A cylindrical water storage 12m in diameter and 8m high, is filled through a 100mm pipe…

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Q: Water at 20°C is siphoned from a reservoir as shown in Figure. For d= 5 cm and D= 15 cm, h = 5 m,…

A: To find out the:- (a) Minimum flow rate that can be achieved without cavitation occurring in the…

Q: b) Figure Q2 (b) shows the water piping system from reservoir A to reservoir B. The water level for…

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Q: 1. A 1 meter diameter pipe 1400 m long has a discharge of 600 liters/ sec a. Compute the head loss…

A: head loss - loss of head due to friction among layers of liquid particles.

Q: Situation III: Reservoir A is at elevation 90 m above datum, furnishes water to a 600 mm pipe which…

A: Solution:- Flow rate towards B, from junction ZB-Z=fLV122gD      ⇒75-30=0.012×300V122×9.81×0.2…

Q: Reservoir A has an elevation of 100 m. A pipe is connected from Reservoir A to Reservoir B. It has a…

A: Given Data: Elevation of reservoir A=100 m length of pipe=1000 m Diameter of a pipe= 600 mm…

Q: Pipe Length, m Diameter, mm Elev A = 90 m A 1 300 100 Pipe-1 0 2 400 150 Pipe-2 Pipe-3 3 500 200…

A: Given  Discharge from A= 1200 l/ s

Q: Three reservoirs A, B and C whose water surface elevations are 60ft, 50ft and 32 ft respectively,…

A: f=0.02

Q: Drawdown is defined as the difference between the static water level and the dynamic water level at…

A: given- drawdown for 20 minutes=2 mFor BH1 drawdown increases at 0.005 m/minFor BH2 drawdown…

Q: d loss from the reservoir to the gage is equal to twice the velocity cm pipe. p = 100 kPa

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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: Given the properties and elevations of the three reservoirs, if friction factor f, is 0.01 for all…

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Q: Two pipes are connected in parallel between two reservoirs: L1= 2500 m, D1 = 1.2 m, C1 = 90; L2 =…

A: Givenhf=3.8mL1=2500m, L2=2300mD1=1.2m, D2=0.8mC1=90, C2=100The hazen williams equations for pipe…

Q: 2. Determine the flow in each pipe in the three reservoirs shown. EL. 60 m A 1800 m 500 mm f = 0.03…

A: Flow in a pipe between A and P is 0.4064 m3/s  Flow in a pipe between B and P is 0.5293 m3/s  Flow…

Q: Q5b): Three reservoirs A, B and C are connected as shown in Figure below. The water elevations in…

A: hf=0.0826fLQ2/D5 hf1=0.08260.0189000.023520.855=0.00073890.4437= 0.00166=1.66mElevation P,=Elevation…

Q: The total discharge (flowrate) from A to B in the figure below is 300 liters/s. Pipe lennthe are:…

A:

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

A: Given - Plan area=100,000m2 b=15 m Ps=1m L=2m

Q: A 40 cm diameter pipe 600 m long carries 260 liters per second of water from reservoir A,…

A: Given: The diameter of pipe in reservoir A is 40 cm. The length of the pipe in reservoir A is 600 m.…

Q: A 40 cm diameter pipe 600 m long carries 260 liters per second of water from reservoir A,…

A: The discharge go through pipe A is equals to the sum of discharge through pipe connected to…

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…