Given a three-pipe system, the total pressure drop is P,- P,150,000 Pa, and the elevation drop is Z, - Z, = 5 m. The pipeAdata are:PipeL, md, cmE, mmeld110080.240.00321500.120.00238040.200.005The fluid is water (density 1000 kg/m' and kinematic viscosity1.02x10 m/s). Calculate the flow rate Q in m'/h through thesystem.3

Answered: Image /qna-images/answer/bfcfcdd0-3f4d-44c7-a773-a9027156fc5b.jpg

Answered: Given a three-pipe system, the total…

Engineering

Civil Engineering

Given a three-pipe system, the total 150,000 Pa, and the elevation drop data are:

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: Classify the structure as statically determinate, statically indeterminate or unstable.

Q: Please show intermediate steps including free body diagrams, eq

A: σx=-3mpaσy=-1.8mpaτxy=0θ=-15°Using Transformation of stresses equations:Normal stress…

Q: All the members in the beam have the Moment Distribution Method to 1) determine the moments at the e…

Q: Draw the shear and moment diagram and determine the Vmax and Mmax of the simple beam shown below. Wo…

Q: Part A Consider the car shown in (Figure 1). Suppose that y(x) = 24 10 000 m, where a is in m.…

Q: Problem 2. Calculate the area moment of inertia for the shaded area about the x-axis shown. - 3…

Q: 1. A solid aluminum shaft 2 in. in diameter is subjected to two torques as shown in the figure.…

A: As per the guidelines only first question should be solved if there is no subparts.

Q: 1. (Problem 7.3 from the text book) For the given state of stress, determine the normal and shearing…

A: step 1-

Q: A normally consolidated clay is consolidated under a stress of 03 =125 kPa, then sheared undrained…

A: Given: σ3= 125KPa, △uf = 40 KPa, Deviator stress = 250 Kpa

Q: An extruded polymer beam is subjected to a bending moment M. The length of the beam is L = 580 mm.…

Q: Classify each of the following trusses as statically determinate, statically indeterminate, Or…

A: a four different trusses are given and whether they are determinate or not are to be calcuated

Q: he loading in kN/m that acts in member CD. set b = 3.6 m and a = 1.2 m. B A

Q: Why is pore pressure negative within the zone of capillary rise? Why would the actual pore pressure…

A: Answer:- pore pressure negative within the zone of capillary rise because water in the capillary…

Q: A) Define your understanding of thermosetting plastics. (B) What is the main difference between…

A: this question is asking about thermoplastic and comparision between thermoplastic and thermosets.

Q: A baseball pitching machine "throws" baseballs with a horizontal velocity vo. Knowing that height h…

Q: Fourth Problem: Any type of beam loaded with uniformly varying load. Fifth problem: Any type of beam…

A: Note : Since you have asked multiple questions, we will solve the first question for you. If you…

Q: It is an underground pipe that receives the runoff from roadsio inlet. O Sewerage Pipe o culverts O…

A: It is an underground pipe that receives the runoff from roadside inlet Storm sewer

Q: The extruded plastic shape will be subjected to an internal shear force of V = 225 Ib. Dimensions of…

A: First find the centroidal distance, y¯ y¯ = ∑Ay¯∑A =…

Q: Determine the x- and y-coordinates of the centroid of the shaded area. Input values in two (2)…

A: A piece of member is given and it has been asked to determine centroid of the same. Please refer…

Q: Question 33 A laboratory apparatus maintains a constant head in both the upper and lower reservoirs.…

Q: A hollow concrete masonry unit has an actual gross dimension of 150mm x 200mm x 400mm (width x…

Q: 3. Knowing that at the instant shown assembly A has a velocity of 9 in./s and an acceleration of 15…

Q: If the clay is OC, pre-consolidation pressure, Pc=200 kPa, Cc=0.1, Cr=0.025, e.=0.9, calculate the…

A: step 1-

Q: A beam is subjected to equal bending moments of M, = 420O N-m. The cross-sectional dimensions are b…

Q: 4. Describe how a horizontal flow baffle flocculation basin functions and show how the mixing…

Q: The stage hypnotist asked the audience to stare at a spiral that appeared to move outward while he…

A: Note: We are authorized to answer the first question since the exact one wasn’t specified. Please…

Q: Deflection Angle Traverse Given the bearing of each line of a closed traverse ABCDEF, determine the…

Q: The ratio of the stress at failure to the allowable stress for design is а. Factor of safety b.…

A: Tensile strength:- It is known as "the maximum load in weight for each unit surface area attempting…

Q: Question 26 A cut is to be made in a saturated clay, as shown in the figure below. The cut slope…

Q: A horizontal pipe has 3 smooth 90o bends before it exits into a reservoir. The velocity in the…

A: ASKED: To compute the total frictional head loss in the given pipe. Given, Velocity of flow in the…

Q: Calculate the effective stress at Point C. Assuming soil is dry above water table and saturated…

Q: Draw the shear and moment diagram of the given beam. Consider support A is roller and B is pin. 4 kN…

A: We will find reactions first.

Q: A 300mm x 500mm rectangular concrete beam is reinforced witl

Q: PROBLEM The centroid of the T-section shown is 2.7 inches above the base and x is 13. What should be…

Q: Hi w A Des ign the network represents the following activitres and then finds the critical Path?…

A: The project activities, their predecessor and their completion times are given.

Q: A flownet is given below for flow under a concrete dam. The dam is 60 m long and has two 10 m sheet…

Q: A standard bungalow is designed to have 8 columns in its floor area having a clear height of 4.65m.…

Q: A simple curve has a central angle of 36° and a degree of curve of 6°: a. Find the nearest distance…

A: Central angle = deflection angle ,∆=36°Degree of curve , D=6°Station of PC=10+020

Q: All the members in the frame have the same E and I. A is fixed, and C and D are pinned. The frame…

Q: Three plates are welded together to form the section shown. Dimensions of the cross section are b =…

Q: n apart so that the greatest ben e piers from the ends of the gir o k

Q: The soil profile at the bottom of the vl comprises 2 m of sand overlying 10m of clay. clay layer…

Q: Problem Number Two: A W36x150 steel wide-flange beam is oriented so that bending is about the weak…

A: W 36 x 150

Q: Que 3. What is the FAR for a four storey building with plot area 4000sqm and floor area 500sqm?

A: Given data- 4 storey buildingPlot area=4000 sqmFloor area=500 sqmTo Find-The FAR

Q: Draw the shear and moment diagram of the given beam. 10 kN 3 kN/m B A -3 m- -2 m- 3 m

A: A loaded beam is given and it has been asked to determine and draw shear force and bending moment…

Q: Three plates are welded together to form the section shown. Dimensions of the cross section are b=…

A: Shear flow The shear stress distribution through the thickness can be ignored for thin-walled…

Q: Four wheel loads rolls as a unit across a 16-m span. The loads are 40 kN, 30 kN, 30 kN, and 10 kN…

Q: Draw the shear and moment diagram and determine the Vmax and Mmax of the cantilever beam shown…

Q: A layer of saturated clay 5 m thick is overlain by sand 4.0 m deep. The water table is 3m below the…

Q: A car weighing 5000 lb, with a wheel base of 9 ft, carries 1200 lb of its load on the front wheels.…

Concept explainers

Open Channel Flow

Open channel flow is a branch of fluid mechanics. It deals with the flow of fluid in an open conduit or free surface. In an open channel flow, gravity induces the flow of water whose surface is open to the air. This flow is free-falling rather than confined in rigid body conduits. The open channel flow depends upon two parameters that are the cross-section of the conduit and the velocity profile. Practical examples of open channel flow are streams, rivers, canals, and other drainage systems.In open channel flow, the cross-sectional area of at least one of the sides is exposed to air, and the surface of water faces atmospheric pressure. This flow is also known as free gravity flow. The cross-sectional area of the conduit can be either man-made or a natural channel. For instance, the flow in rivers and streams are natural conduits, and the flow in a canal and sanitary systems are man-made or engineered channels.

Question

Given a three-pipe system, the total pressure drop is P,- P,
150,000 Pa, and the elevation drop is Z, - Z, = 5 m. The pipe
A
data are:
Pipe
L, m
d, cm
E, mm
eld
1
100
8
0.24
0.003
2
150
0.12
0.002
3
80
4
0.20
0.005
The fluid is water (density 1000 kg/m' and kinematic viscosity
1.02x10 m/s). Calculate the flow rate Q in m'/h through the
system.
3

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

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

Given a three-pipe system, the total pressure drop is PA - PB = 150,000 Pa, and the elevation drop is ZA ZB = 5 m. The pipe data are: Pipe 1 2 3 L, m 100 150 80 A. O 0.00283 m³/s O 0.00146 m³/s The fluid is water (density 1000 kg/m³ and kinematic viscosity 1.02x10-6 m²/s). Calculate the flow rate Q in m³/h through the system. (3 O 0.00675 m³/s O 0.00834 m³/s d, cm 8 6 4 1 €, mm 0.24 0.12 0.20 2 eld 0.003 0.002 0.005 • B
3. What is the pressure difference between pipe A and pipe B? Give pressure difference in kPa. (y = 1.22 m and h 30 in.) The gage fluid, M, is mercury with a specific gravity of 13.54 State assumed values if any. Water A Water B y D Liquid M
Q2) i Neglecting minor losses in the pipe, determine the flows in the pipes and 0 the pressure heads at the nodes (kinematic viscosity= 1.13x104m?¥s) F E n I I 30 Data Pipe Ab BC O DE EF AF BE Lengeh (m) 600 600 200 600 600 200 200 Diameter (wm) 250 150 100 150 150 200 100 Roughness size of all pipes = 0.06 mm Pressure head elevation at A = 70 i o.d. Elevation of pipe nodes A 5 c D L ® 028 0 20 2 2
Q1 Given is a three-pipe series system, as in Fig. The total pressure drop is py — ps = 150,000 Pa, and the elevation drop is z4 — 25 = 5 m. The pipe data are Pipe L.om d, em e mm eld 1 100 8 024 0.003 2 150 6 0.12 0.002 3 80 4 0.20 0.005 The fluid is water, p = 1000 kg/m’ and v = 1.02 X 10~° m%s. Calculate the flow rate Q in mh through the system. o © 0O Al — —_— — B T U
Q1) Given is a three-pipe series system, as in Fig. 150,000 Pa, and the elevation drop is ZA - ZB = 5 m. The pipe data are The total pressure drop is pa - PB = Pipe L, m d, cm €, mm eld 1 100 8 0.24 0.003 2 150 6. 0.12 0.002 3 80 4 0.20 0.005 The fluid is water, p 1000 kg/m and v = 1.02 x 10-6 m/s. Calculate the flow rate Q in m/h through the system. (3 (2 A B
Given a three-pipe system as shown. The total pressure drop is PA-PB = 98.10 kPa, and the elevation drop is ZA-ZB = 0 m. The pipe data are: Pipe 1 2 3 L (m) D (cm) & (mm) 1000 20 0.2 500 10 0.1 1500 20 0.2 The fluid is water (p= 1000 kg/m³, v= 10-6 m²/s). Calculate the flow rate Q (m³/s). Neglect minor losses. A Pipe 1 Pipe 3 Pipe 2 B
2- Oil (p = 80o kg/m2) flow through a 5omm-diameter smooth pipe at a velocity of 2m/s, the pressure drop due to friction loss in the pipe 5023 pa. The pipe length is 1om. a- Calculate the friction factor, f. %3D b- Determine whether the flow is laminar or turbulent. C- Calculate the oil viscosity. (b) o.0157 (d) 487x10-6 N s/m2]
2 Pipes A and B both contain water and are connected by a U-tube manometer as shown in the figure. If the pressure in pipe A is decreased by 1.3psi and the pressure in pipe B increases by 0.9psi, determine the new differential reading of the manometer. Ywater = 62.4 lb/ft'. [1 psi 6.8 kPa; 1 ft=0.305 m]. AL Water Gage fluid- (SG = 3.46) 2 ft + 1 ft + 1 ft Water tr
Asiacell A;Y. I+ ZAEN 36 zain IQ Fluid HW1.pdf Q1: Calculate the pressure point A in a water flow. If the pressure at B is 87 kPa. Assume all fluids are at 20°C. S.G (ail)=0.89, S.G (mercury)=13.6. SAE 30 oil Gage B Mercury 6 cm 5 cm Water flow 1l cm 4 cm N/m •..
Oil (SG = 0.83) flows at a rate of 200 L/s through a 500m pipe with a diameter of 200mm. The friction factor of the pipe is 0.0225. The pipe slopes down at 10 degrees from the horizontal. Determine the difference in pressure between the start of the pipe to the end of the pipe. A) 287.79 KPa B) 176.36 KPa c) 129.34 KPa D No Answer among the choices E) 238.86 KPa
Oil (SG = 0.83) flows at a rate of 200 L/s through a 500m pipe with a diameter of 200mm. The friction factor of the pipe is 0.0225. The pipe slopes down at 10 degrees from the horizontal. Determine the difference in pressure between the start of the pipe to the end of the pipe. A) 287.79 KPa B 176.36 KPa c) 129.34 KPa D No Answer among the choices 238.86 KPa
Oil (SG = 0.83) flows at a rate of 200 L/s through a 500m pipe with a diameter of 200mm. The friction factor of the pipe is 0.0225. The pipe slopes down at 10 degrees from the horizontal. Determine the difference in pressure between the start of the pipe to the end of the pipe. A No Answer among the choices В 287.79 KPa (c) 176.36 KPa C D) 129.34 KPa E 238.86 KPa