For the pipe network shown below, Problem 4(- f=0.022 for all pipes. Determine the discharge in line be after two corrections (after AQ,' and AQ,' are applied, if applicable). The initial assumed flow rates are provided. Diameters of horizontal pipes in mm are 600 and 500 for others. 400 L/s a 1000 m 800 m 150 L/s 250 L/s AQ 150 L/s AQ2 600 m 400 L/s

For the pipe network shown below, Problem 4(- f=0.022 for all pipes. Determine the discharge in line be after two corrections (after AQ,' and AQ,' are applied, if applicable). The initial assumed flow rates are provided. Diameters of horizontal pipes in mm are 600 and 500 for others. 400 L/s a 1000 m 800 m 150 L/s 250 L/s AQ 150 L/s AQ2 600 m 400 L/s

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Oricul Q3: Three pipes (A, B and C) are interconnected as shown in figure (3). Determine the flow rate in each pipe. The pipes characteristics are given as follows: Pipe L (m) D (mm) f A 610 152 0.020 B 488 102 0.032 C 1220 203 0.024 Good Luck -re (2) Water qure (3) EL=7om A B EL-15m
The water surface shown below is 10 m above the datum. The pipe is 425 mm in diameter and the total loss of head between point (1) in the water surface and point (5) in the jet is 3 m. Determine the discharge Q. (m3/s). Round your answers in 3 decimal places.
Water flows through a 300mm diameter pipe at a velocity Of 3.00 m/s. Determine the weight flow rate in N/s. Do not write the unit. You will only jnput the numerical answer in the space provided. Unit of the Correct Answer: N/s O 9810.000 O 2,080.284 O 8829.000 1202.284
A discharge of 600 liters/sec flows through a pipe having a diameter of 400 mm., length of 40 m. long. Compute the head loss of the pipeline using Mannings Equation with n = 0.013. Do not write the unit. You will only input the numerical answer in the space provided. Unit of the Correct Answer: m Decimal Places required in the final answer: 3
Q2- For the network shown below, compute the corrected flow rates in all pipes after one correction step (after one AQ). 150L/s B Given data: Pipe ID Length(m) Diameter(mm) AB 200 250 100L/s AC 150 200 A 50L/s BC 250 250 fAR = fac = fBc_=f= 0.016 QAB = 50 L/s
Q.4 (b) Recommend the low cost flow meter used in industries for measuring flow that provides negligible loss of head in the pipeline. Discuss its construction and working. A venturi tube of throat diameter 10 cm is placed in a pipe of diameter 20 cm. The volumetric flow rate through the venturi tube is 0.02 m3/ sec. [Given: viscosity of water 10-3 Pas]. Determine the Reynolds %3D number and the upstream to throat differential pressure developed.
The pipeline shown in the figure A. takes water from a reservoir and terminates in a nozzlehaving a jet diameter of 2 inches. With the pipe losses shown in the figure, and assuming anozzle loss of (a) 8.76 %, (b) 10.67 % of the velocity head in the jet. Compute the dischargeand make a table showing the elevation head, pressure head, and total head at each of thesix stations
Three pipes 1, 2, 3 are connected as shown. If the total discharge forthe system is 610 L/s and the friction factor f is equal for all pipes,then:What is the flow rate (in L/s) in pipe 3?
Q/Put a Circle around the correct Answer: 1/ Dimensions of discharge coefficient Cd are: (a) Dimensionless Quantity (b) (m/s) (c) (KN) 2/ Type of water Flow in the pipe is Turbulent when: (a) Re less than 2000 (b) Re=3000 (c) Re greater than 4000 3/ Water flows upwards in an inclined pipe from point No. (1) to point No. (2) if: (a) Total Head HT at point No. (1) is greater than HT at point No. (2). (b) Total Head Hr at point No. (1) is less than HT at point No. (2). (c) Total Head Hr at point No. (1) is equal to HT at point No. (2). 4/ Dimensions of Manning's coefficient n in Manning's equation are: (a) {s/m(1/3)} (b) {m(1/3)/s} (c) (m/s) 5/ If HT means the total head of water at any point in the pipe and H is the hydraulic head of water at that point. (a) HT is less than H (b) HT is greater than H (c) HT is equal to H
PROBLEM: The discharge of the pipe system shown is 420 liters/sec, Deter- mine the head loss from A to D. Assume f = 0.020 30mmo; GOO m 750 mmo; 900 250 mm d; 450 m GOo mm 6; 1200m 3 Solution 375 mma; 750 m 0 0826 10
For all problems take v=10“ m²/s and p=1000 kg/m². Compute volumetric flow rates in each pipe for the given data: Pipe L (m) D; (em) &, (mm) 1200 8. 0.25 2 800 12 0.20 600 16 0.28 2 140m 190m 110m -Datumn
2.2 m/min The figure represents a simplified pipe 305 mm Infiow 1000 m 25 m /min network. Flows for the area have been disaggregated to the nodes, and a major fire flow has been added at node G. 25+ m/min The water enters the system at node A. 250 mm a.5 m/min 1100 m 8 200 mm 500 m Pipe diameters and lengths are shown on the 2.0 figure. 200 mm E 500 m 1.5 m /min Find the flow rate of water in each pipe using the Hazen-Williams equation with Crw F = 100. Carry out calculations until the 305 mm 1100 m G corrections are less then 0.2 m/min. 2.3m/min 14 m/min 305 mm 305 mm 1250 m w 0001 405 mm 1250 m 355 mm 355 w 009 w 00 ww 002 C w 00