Determine the flow in each pipe in the network shown in Fig.N. Use the Manning equation with n = 0.011.WS.EL 30 mW.SEL 24 m(1)L= 1200 mB4-900 mLy- 1500 m(2)D,-30 cmD- 20 cmW.S.EL 15 mEL O0,- 15 cm(3)

Answered: Image /qna-images/answer/3989d23f-7c46-45ee-9a08-255a7b62e9d6.jpg

Answered: e flow in each pipe in the network

Engineering

Civil Engineering

e flow in each pipe in the network

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 8) A private water utility purchases 10,000,000 kilowatt-hours of electricity per year for pump…

Q: 1. Gasoline (sp. gr. 0.8) is flowing upwards a 150 mm vertical pipeline which tapers from 300 mm to…

A: To find (a) Differential guage reading (b)Rate of flow

Q: 3) The flow from A to E is 280 L/s.If n=0.011 for all pipes, 4 A B 2 C E 6. Pipe # Length(m)…

Q: For the Pipe T shown, determine the discharge from pipe 2.

Q: Water flows through a 28 cm (length) rotameter (Type A) with an internal diameter of 25 mm at the…

A: As per our company guidelines we are supposed to answer only first 3 sub-parts. Kindly repost other…

Q: Q4: Assuming f-0.020, determine the discharge in the pipes. Neglect minor losses. Pipe Diameter AB…

Q: A pipe connected in series has the following roughness or friction coefficients: Pipe 1 C = 120…

Q: Equivalent pipe method QUIZ: Find the equivalent pipe for the pipes system shown in figure below A…

Q: Q4) Determine the required diameter of the pipe at A so that water flows through the pipes at the…

A: To determine the diameter of pipe A (DA) -

Q: The highest velocity (in cm/sec) for flow of water of viscosity 0.01 poise to be laminar in a 6 mm…

Q: Figure 1 0.30m/s 0.05m2/s 1500m, 300mm 1500m, 300mm B 1500m, 300mm D A E 1500m, 300mm F 1500m. 300mm…

Q: 20:22 CE272-8-conserv... ■■ Turk Telekom Х 3/4 5 %71 Example 5.2 A circular pipe of radius R has a…

A: Step 1: Step 2: Step 3: Step 4:

Q: A 25 cm diameter pipe carries oil of sp. gr. 0.9 at a velocity of 3 m/s. At another section the…

Q: P At point A in a pipeline carrying water, the diameter is 1m, the pressure 100kPa, and the V…

Q: The existing configuration for a water distribution system is presently considered inefficient. 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: The tank shown in the following figure is being filled by Pipes 1 and 2. The water level is to…

Q: In Figue Qs tanks by pipelines Lta and 13 of lengths qs Determine i flow in i] water elevation BD…

Q: = pipes the pipes are ameters 750 ely. Transform mm diameter

Q: For pipes in parallel, what condtions must be satisfied? O Flow is the accumulation of the flows…

A: For pipes in parallel the head loss remain the same in each parallel pipe while total flow is sum of…

Q: For the pipeline sytem shown below determine a) DBC if LBC = "100*k" m b) LBC if DBC = 15 cm AB BC…

A: L (m)D (cm)Q (l/s)fAB100k570.02BC0.02AC200k5100.02k = 84a) LBC = 100k m, DBC = ?b) DBC = 15 cm, LBC…

Q: Part 2: The tank will be built from reinforced concrete of 4000psi strength, design the concrete…

A: Objective: The design of concrete strength of 4000psi for to build a reinforced concrete tank.…

Concept explainers

Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.

Question

Determine the flow in each pipe in the network shown in Fig.
N. Use the Manning equation with n = 0.011.
WS.
EL 30 m
W.S
EL 24 m
(1)
L= 1200 m
B
4-900 m
Ly- 1500 m
(2)
D,-30 cm
D- 20 cm
W.S.
EL 15 m
EL O
0,- 15 cm
(3)

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Water is pumped from a supply reservoir to a ductile iron water transmission line. The high point of the transmission line is at point A 1 km downstream of the supply reservoir and the low point of the transmission is at point B 1 km downstream of point A. If the flow rate through the pipeline is 1m³/s the diameter of the pipe is 750mm and the pressure at A is to be 350 kPa. A) estimate the head that must be added by the pump. B) estimate the power supplied by the pump. C) calculate the water pressure at B.
El. 200 m A Res. H-W L Pipe B pipec →Negleet minor losses → Pipes B, C, and E are all have: Pipe E = 600 m long d = 500 mm f = 0.03 → When the Pump develops 15m of head, the Velocity in pipe C is 5 m/s. Find : a) the flowrate in all pipes. b) the elevation of the discharg end of Pipe E.
Solve using the hardy cross method. 2 times
Situation 1 The 60 cm pipe conducts water from reservoir A to a pressure turbine which discharges through another 60 cm pipe into wti EL. 70 m tailrace B. The head losses are: From A-1 : 2g From 2-B : 0.20P- 2g H60 cm Ø If the discharge is 0.70 m3 /sec: HEL. 5m HELO 1. Determine the head extracted by the turbine (HE) in meters. DATUM- 2. Solve for the input power of the turbine (Pinput or Pturbine) in kW. TURBINE 3. At 90% efficiency, compute for the output power (Poutput) for electricity in kW.
please use a=7 , b=2
Please answer this... Thank you
For the piping system shown below, determine the flow distribution and the piezometric = 20 Kw heads at the junction (j) using the Newton-Raphson Method of solution, power = 0.15 m D,= 0.2 m, D,= 0.15 m, %3D 2. f=0.021, f= 0.018, f,= 0.023 L2=140 30 m B L3=345 L1=95 2 15 m |10 m A Pump 1
Elev A Water Elev C Elev B Water flows from Reservoir A (Elev 138 ft.) to a turbine (Elev 75 ft.) then discharges into tailtrace B (Elev 26 ft.) as shown. The head loss from (A) to (1) is 4 times the velocity head in the pipe, and the head loss from (2) to (b) is 0.96 times the velocity head in the pipe. If the flow rate in the pipe is 34 ft3/s, diameter of all pipes is 26 in, calculate the horsepower generated by the turbine. Use 1 hp = 550 lb-ft/s. Round off to the nearest whole number.
Situation 1 The 60 cm pipe conducts water from reservoir A to a pressure turbine which discharges through another 60 cm pipe into tailrace B. -CL 70 m The head losses are: From A-1 : From 2-B : 0.2 Heo cm g If the discharge is 0.70 m3 /sec: HEL Dn 1. Determine the head extracted by the turbine (HE) in meters. DATUM E 2. Solve for the input power of the turbine (Pinput or Pturbine) in kW. TURBINE 3. At 90% efficiency, compute for the output power (Poutput) for electricity in kW. Situation 2 Pipelines 1,2, and 3 are connected parallel to each other. The three pipes carry a combined discharge of 0.86 m/s. 1 Pipe Length Diameter Friction Factor 1,800 mm 1,500 mm 2,000 mm 0.020 0.018 0.022 400 mm A 2 в у 350 mm 3 300 mm 3 4. Determine the flow rate through pipeline 1 (Q1) in m3/s. 5. Determine the flow rate through pipeline 2 (Q2) in m3/s 6. Determine the flow rate through pipeline 3 (Q3) in m3/s
1.
Pipe A) is 100 8-96 A certain part of cast iron piping of a water distribu- tion system involves a parallel section. Both parallel pipes have a diameter of 30 cm, and the flow is fully turbulent. One of the branches (pipe A) is 1000 m long while the other branch (pipe B) is 3000 m long. If the flow rate through pipe A is 0.4 m³/s, determine the flow rate through pipe B. Disre- gard minor losses and assume the water temperature to be 15°C. Show that the flow is fully rough, and thus the friction factor is independent of Reynolds number. Answer: 0.231 m³/s KIAU A B I 30 cm 30 cm 1000 m 3000 m 0.4 m³/s
3. A pump is used to transport water at the rate of 0.075 m³/s from a reservoir 20 m above the pump to a free discharge 35 m above the pump. The pressure on the intake side of the pump is 150 kPa and the pressure on the discharge side is 450 kPa. All pipes are commercial steel of 15 cm inner diameter. Determine (a) The head supplied by the pump (b) The total head loss between the pump discharge and point of free discharge. Z₁=20 m 1 P₂ = 150 kPa 2 面 3 D=15 cm A P3=450 kPa 4 Free Discharge Z4 = 35 m