The total head loss in the pipe system shown in Fig. 2 is 15m. Assuming f=0.02 for all the pipes, determine the discharge (cu. m/sec) in: a) pipe 1 b) pipe 2 c) pipe 3

Q: 2. WITH THE VELOCITY OF 1 M/S IN THE 200-MM- DIAMETER PIPE IN THE FIGURE SHOWN. CALCULATE THE FLOW…

A: Head loss is given byHL=8fLQ2gD5π2Between 1  and 2 both are perpendicular…

Q: Q. No. 1 Compute the discharge in the open channel shown in fig 1 below having bed slope of 1 in…

A: Given data  Bed slope Mannings roughness coefficient  Value of R To find Discharge

Q: In the pipe network shown in Fig. P15.33, determine the discharge in each pipe. Assume that f=…

A:

Q: a. Determine the velocity of flow in the pipe in fps. b. Determine the discharge Q in ft^3/s.…

A: Apply bernoulli equation.

Q: THE MEAN VELOCITY IS 2.5 m/s.

A: Discharge = Velocity ×AreaQ=vA

Q: For the pipe shown in the figure v1=v2=1.5m/sec. Determine the total head lost between 1 and 2 E.G.L…

A: At point 1 Pressure P1 = 280 kPa Velocity v1 = 1.5 m/sec Datum Head z1 = 4.3 m At point 2 Pressure…

Q: 3. Determine the flow in pipe 3.

A: This question is from Fluid mechanics

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: Given a portion of a water supply pipe network system below. Determine the flow in each pipe and the…

A: Solution: The given network is:…

Q: From the looping pipe system shown, Pressure heads at points A and E are 70m and 46m, respectively.…

A:

Q: . For the pipe system shown in the figure, n = 0.015 for all pipes and the flow in pipe 4 is 12 cfs.…

A: Given:- n=0.015 flow in pipe 4= 12cfs To find:- a) head lost in pipe 1 in feet b)total head lost in…

Q: Given the following: Diameter of Pipe = 1m, Length of Pipe = 845m and Head loss = 1.01 m, Determine…

A:

Q: A

A:

Q: 1. Two tanks A and B have 70 m difference in water levels, and are connected by a pipe 0.25 m…

A: Given:- Head difference between A and B, hf=70 mDiameter of pipe,d=0.25 mLength of pipe, L=6…

Q: Determine the head loss in meters in PIPE 1. Determine the head loss in meters in PIPE 5. Determine…

A: The given figure shows the pipe system It is required to find out the head loss in meters in PIPE…

Q: 8.63 Two reservoir maintain a constant difference of water levels of 11.25 m and are connected by a…

A: Given data, Here the value of V ( flow velocity through pipe ) is unknown. To find the value of V…

Q: A 13-cm diameter pipe of length 100 m with z = 60 m and f = 0.02. What is the flow rate? D=13cm,…

A:

Q: Pipes 1, 2 and 4 are connected in series with pipes 2 & 3 parallel to each other. Pipelines…

A:

Q: 3. Determine the Velocity and discharge through the 150mm diameter pipe shown a) assuming no head…

A:

Q: Determine the quantity of flow Q at the outflow end of the pipe shown in figure 4-6 of your book…

A: Elevation of the center of pipe (H1) = 513 feet Elevation of the surface of the reservoir(H2) = 537…

Q: Given the following data for three pipes in parallel: Pipe 1: D1 = 450 mm, L1 = 800 m ; Pipe 2: D2 =…

A: Given: Three pipes in parallel Length of pipes  Diameter of pipes  Total discharge  Friction factor…

Q: SITUATION 8: Two vertical tank, one is 5 m in diameter and the other is 8 m in diameter are…

A: To Determine 24. Determine the discharge in the tube immediately after it is opened.   25. Determine…

Q: For the pipe network shown, the flow of water from A to the first junction is 0.055 cubic meter per…

A: as per the our guidelines we are suppose to solve only 3 subpart prepost question . kindly repost…

Q: Pipe B 266 m, 160-mm diameter Pipe A 300 m, 200-mm diameter Pipe D S10 m, 250-mm diameter Pipe C 190…

A:

Q: The discharge of water in the system shown below is 0.1 m³/s, x = 1.0 m, y = 2.0 m, z = 7.0 m, and…

A: Given: Q=0.1 m3/s , x=1.0m, y=2.0m, z=7.0m, Dpipe = 30cm

Q: 2. What is the value of coefficient of discharged from the submerged orifice 300 mm diameter as…

A: A submerged orifice has been given and it has been asked to determine coefficient of discharge. It…

Q: For the following figure, calculate the discharge (Q) of each pipe by using Hardy-Cross method…

A:

Q: The flow rate for the pipe system is 0.050 m³/s with a total head loss of 12 m. Use C = 120 for all…

A:

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

A:

Q: Three pipes 1, 2, 3 are connected as shown. If the total discharge for the system is 610 L/s and the…

A: To Find :- Flow rate in pipe 2

Q: 2) In the figure below, discharge rate at point A is 20 cfs of water. Find the head loss from A to…

A:

Q: s and the friction factor f is equal for all pipes, then:

A: Solution  The pipes are connected in parallel then - we know that   Q=Q1+Q2+Q3........1   And…

Q: A pipenne carrying has constant diameter. A length AB of the pipeline is 250 m and rises 60 m from…

A:

Q: 550mmo 7.88m 2 2.95m Datum

A: Given data, P1 = 132 kPa P2 = 211 kPa SG = 1.2 Pipe diameter = 550 mm = 0.55 m Q = 4250 gpm = 0.2681…

Q: " -) For the series/parallel pipes shown, otal head loss in the system is 25 m. Determine the rate…

A:

Q: 1. A pipe system, connecting two reservoirs whose difference in water surface elevation is 13…

A: Given:-  A pipe system, connecting two reservoirs whose difference in water surface elevation is 13…

Q: Problem 3 For the series/parallel pipe system shown, determine the total head loss in the system if…

A:

Q: Water flows through a venturi meter whose inlet diameter is 31 cm and throat diameter is 19 cm. The…

A: Q=A1V1=A2V2The discharge is same in Both inlet and outletA1=π4×0.312=0.0754…

Q: How can I calculate the specific discharge for the z-axis( qz)? specific discharge formula: qz =…

A: Question is based on a layer's of soil consist if sand,silty-clay and clay. Coefficient of…

Q: For the pipe network shown, the flow of water from A to the first junction is 0.055 cubic meter per…

A: Note:- Hi! Thank you for the question, As per the honor code, we are allowed to answer three…

Q: В a b. Figure X5.2.2 5.2.3 Refer to Fig. X5.2.2. Assume a = 1 m, b = 4 m, and the flow to be…

A:

Q: Consider the pipe network shown. Water enters at 440li/sec at node A and goes out at a rate of…

A: Solution Darcy–Weisbach formula for Head loss, hf = KQ2 Where, K = 16 fL2gπ2D5 f = 0.02 At node A =…

Q: Problem 1: Let's say we have the tank below, and you are told to assume the flow is steady and invi:…

A: According to given data  Let's say we have the tank below, and you are told to assume the flow is…

Q: Determine the division of flow and head loss from A to B, if the given c = 180 for all pipes. Note…

A:

Q: A reservoir A, the free water surface of which is at an elevation of 275 m, supplies water to…

A:

Q: B/ In the pipe systems show, find the distribution of flow, with a friction factor of 0.0165. Assume…

A: Given: Required to find: a) Qin b) The distribution of flow

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

A:

Q: Q.4. Three pipes having lengths 1000 m, 800 m, 1200 m and dia. 250 mm, 200mm and 300 mm, Hazen-…

A:

Q: (b) Water at 35°C flows steadily in a 4 cm dianeter pipe at velocity of 3.5 cm/s. The head loss is…

A:

Q: b) A 1000 m long pipeline is connecting two reservoirs having a difference of water level of 16 m.…

A: First assume a value of friction factor f and apply Darcy's equation to find the value of discharge.…

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?