Answered: Two pipes of diameters (dı, V1) and…

Two pipes of diameters (dı, V1) and (d2, V2) converge to form a pipe of diameter (d). The flow velocity in the third pipe is equal to dįV1+d2V2 а. d d?(V1+V2) b. d. (d1+d2)²(V1+V½) d2 С. d. d2

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: : A horizontal pipe I ft in diameter, taperv gradually Maw Q to 8 in. in dio meter, If the fIow I…

Q: Determine the discharge at pipeline 1 in lit/sec assuming f=0.02 for all pipes. CHOICES: a. 782, b.…

A: The problem is based on the parallel combinations of pipe flow. In this combination the head loss in…

Q: Prove that if Qn represents normal discharge at a particular depth 'y' and Qe represents the…

Q: Prove that the actual flow rate Qactual is a function of the water depth upstream, z₁, the width of…

A: Given,

Q: Compute the discharge rate through the gate shown below for y₁ equal to 2.0 m and y, equal to 0.65…

A: y1 =2.0 m y2 =0.65 mGate width B = 1.0 mHead loss hL = 0 mTo calculate Discharge Q = ?

Q: Water is flowing at the rate of 300 L/sec from A to E as shown. Assume f = 0.025 for all pipes.…

A: Q=300L/s To find Q2

Q: A 6-in-diameter pipe (reentrant entrance, f = 0.028) 475+(Reg.No/100) ft long can deliver water from…

Q: --1. For supplying water to a colony, it is intended to store water in a Targe tank, whose water…

Q: -For the pipe system shown in fig. have tow pipes with equal length, what will be the length of pipe…

A: to find - length of pipe

Q: Q3: Answer ONE Section only. b. For the open channel find the discharge if channel slope (1/200).…

Q: 5. How is absolute velocity at inlet denoted? a) V b) V1 c) C d) v

Q: A 30 cm diameter pipe carries oil of 800 kg.m3 at 2m/s. At another section, the diameter is 20 cm.…

Q: 5.Pipes 1,2,3 are connected in parallel to connect the two reservoirs. The discharge in th main pipe…

Q: Q/ A pump draw water from a tank and deliver it to another with the surface 8 m above that of the…

Q: 2m В

Q: A pipeline ABC 300 m long, is laid on an upward slope of 1 in 60. The length of the portion AB is…

Q: A 1 B 5 E . 4 Pipe 1 Length | Diameter 600 mm 600 m 0.025 600 m 460 mm 0.020 3 900 m 300 mm 0.020 4…

Q: The velocity components in the x and y directions for an incompressible flow are given as u = (-5 +…

A: Given: velocity component in x direction= u= -5+6x Velocity component in Y direction = v= -(9+6y)…

Q: Variation of water depth (y) in a gradually varied open channel flow is given by the first order…

A: →First order differential order as ;dydx=1-e-103lny250-45e-3lny ....eqn 1→General initial…

Q: eries pipe ABCD consists of 6100 m of 400-mm, 3050 m of 300-mm, and 1520 m of 200-mm C=100). Find…

Q: 0.9m^3 400m-300mm 500m-200mm 0.2m^3 0.1m^3 n0.013 fa0.017 for all 4 pipes s00m-200mm 300m-150mm…

A: Darcy-Weisbach Equation for flow in each pipe : hL=rQnwhere, n=2⇒r=fLπ2gD5=fL12.1D5 From…

Q: SITUATION 9: Medium oil having a sp. gr. of 0.90 flows through a 120 mm diameter pipe with a mean…

A: Diameter of pipe, d = 120mmMean velocity, Vav = 5.3m/secThe specific gravity of the soil, G =…

Q: Q.1 (a) A velocity potential function for 2-D flow is given by = y²-x² + Axy Compute the value of…

Q: - Determine the total head loss hf from A to o in j the system shawn in the figure iF the discharge…

A: Given data:

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: 1. The total headloss from A to E is 26.2 m. Compute the flow for all pipes B 2 D 3 E Pipe C 5 AB BD…

A: Friction factor for all pipes (f) = 0.02 Total head loss from A to E (hf) = 26.2m Determine the flow…

Q: Le1500 m, D-1.0m. 0.02 Le1200 m. D;-0.8 m. 1,-0. 02 Q. 3 L1600 m, D1.2m, f-0.024

A: It is asked to find flow rates in each branch pipes which are in parallel connection. Total flow…

Q: For the branching pipe system shown, determine the flow in each branch. The fluid in each reservoir…

A: Given:For branch-A:L1=5000 mD1=1.5 mz1=135 mFor branch-B:L2=800 mD2=50 cm=0.5 mz2=120 mFor…

Q: 1. The total headlost from A to E as shown is 20 m. Use n = 0.011 to all pipes Compute for the…

A: Manning coefficient (n) = 0.011Total headlost from A to E (hfT) = 20m Determinea. Discharge at line…

Q: El. 90 m A El. 75 m El. 50 m El. 30 m D Line 3: 45um - 300mm Line 4: 900m - 150mm 600m - 600mm Line…

Q: 3 of 5 9) A 4 ft diameter (D) drainage pipe, made of finished concrete (n = 0.014), slopes at the…

Q: Elev. 24.6 m PROBLEM 2 PIPE LENGTH DIAMETER Elev. 12.2 m 1 2,440 m 610 mm C 2 2,440 m 915 mm 3 1,220…

A: PIPE LENGTH(m) diameter(mm) 1 2440 610 2 2440 915 3 1220 406 4 1829 508

Q: 2. The flow from pipelines A to F is 300 lit/s. Using a friction factor of 0.015 for all pipelines…

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

Q: Water flows through the 80-mm diameter pipe, head loss from A to B is hu = 0.5 m. Set datum, z = 0,…

A: Given, Diameter of the pipe (d) = 80 mm Head loss from A to B (hL) = 0.5 m Datum, z = 0 at B

Q: Given the properties of the pipelines, together with the elevation of water in the three-reservoirs,…

Q: Water is flowing at the rate of 300 L/sec from A to E as shown. Assume f = 0.025 for all pipes.…

Q: A pipe line consists of successive lengths of 401-mm, 374-mm, and 281-mm pipe. With a continuous…

Q: = discharge in each pipe

Question

Two pipes of diameters (dı, V1) and (d2, V2) converge to form a pipe of diameter (d).
The flow velocity in the third pipe is equal to
dįV½+d2V2
а.
d
d?(V1+V2)
b.
d
(dı+d2)²(V1+V2)
С.
d2
ažv, +ažv2
d.
d2

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

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 1 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 flows through a pipe AB with_m diameter and_ m/s then passes through pipe BC with AB (in cubic meter/second), the velocity (in meter/ second) in BC and CD and the diameter (in meter) of CE if CD is __ m in diameter and carries 1/3 of the flow in AB. diameter. The flow in branch CE is _ m/s. Find the volume rate in 08 m D. A 1.2 m 1.5 m VAp= 3 m/sec E VCE 2.5 m/sec
Q1: Find the discharge through the pipe if The diameters of sections (1) and (2) are 25 cm and 30 cm respectively. The velocity of water at section (1) is 6 m/s. Determine also the velocity at section (2) D- 3ecm D25 cm 6m/s
Asap
12. Find the discharge in each link using the given initial distribution by making 2 iterations and pressure drop between points O and C if they have the same elevation. B A 5 lt/min 5 7 lt/min с ? It/min 5 lt/min 20 D E KBC KCD-KAO-KOE KAB=KDE Koc=3KBC KAB=2KBC Koc=30 min²/dm5
1. Pipelines 1, 2 and 3 are connected with parallel to each other with pipeline 1 having diameter of 450 mm, 600 m long, pipeline 2, having 400 mm , 800 m long and pipeline 3, 500 mm , 700 m long. The 3 pipes carries a combined discharge of 0.92 m³/s. Assuming f = 0.022 for all pipes compute the the discharge for each pipe. Q=0.92 Q₁ = 0.3228 m³/s, Q₂ = 0.2083 m³/s, Q3= 0.3889 m³/s 450 mm 600 m 400 mm 800 m 500 mm 700 m Q=0.92
A pipeline consists of successive lengths of 15-in., 12-in., and 10-in. pipe. With a continuous flow through the line of 9 cfs compute the (a) velocity in the 15-in-pipe (ft/s) (b) velocity in the 12-in-pipe (ft/s) (c) velocity in the 10-in-pipe (ft/s). di = 15 in. d2 = 12 in. d3 = 10 in.
Water flows at a rate of 17.0 e/s along a 100 mm diameter pipe AB, which branches at B into three pipes, BC and BD, which are 25 mm diameter and the third, BE which is 50mm diameter. If the flow rate in BE is 33% of BC, and the velocity of the water in BD is 5 m/s, find the discharges in each of the three branches.
A 1 m diameter new cast iron pipe 800 m long and has a head loss of 1.11m. Find the discharge in Lit/sec if C=130.90 Group of answer choices 890.14 918.40 980.41 809.41