Figure 2 shows a reticulation system. Estimate the flow rate in each pipeline using Hardy-Cross Method and Hazen-William formula up to two iterations. Adopt Hazen-William coefficient, C. as 100. The lengths and diameters for pipes AB, BC, CD, and AD are as follows: 30 Vs 40 1/s B 50 1/s 120 l/s Figure 2: Water reticulation system Pipe AB: length= 900 m and diameter = 250 mm Pipe BC: length = 750 m and diameter = 200 mm Pipe CD: length 950 m and diameter = 250 mm Pipe AD: length= 750 m and diameter = 200 mm

Figure 2 shows a reticulation system. Estimate the flow rate in each pipeline using Hardy-Cross Method and Hazen-William formula up to two iterations. Adopt Hazen-William coefficient, C. as 100. The lengths and diameters for pipes AB, BC, CD, and AD are as follows: 30 Vs 40 1/s B 50 1/s 120 l/s Figure 2: Water reticulation system Pipe AB: length= 900 m and diameter = 250 mm Pipe BC: length = 750 m and diameter = 200 mm Pipe CD: length 950 m and diameter = 250 mm Pipe AD: length= 750 m and diameter = 200 mm

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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With velocity of 9 m/s in the 234 mm diameter pipe in the figure shown, determine the discharge in pipe 4 in m3/s. Assume f = 0.063 for all pipes and neglect minor losses. The following are the properties of each pipe: Pipe 1 (Length=467 m, Diameter = 234 mm) Pipe 2 (Length=598 m, Diameter = 385 mm) Pipe 3 (Length=307 m, Diameter = 732 mm) Pipe 4 (Length=823 m, Diameter = 312 mm) Pipe 5 (Length=1191 m, Diameter = 512 mm)
Problem 2: Calculation of the Flow Rate in a Pipeline Figure 1 shows a pipeline which delivers liquid at constant temperature T from point 1, where the pressure is p, and the elevation is z, to point 2, where the pressure is p2 and the elevation 2₂. The effective length of the pipeline, including fittings and expansion losses, is L and its diameter is D. P = P₁ 44 2 -P= P₂ ܕܐ=ܐ Z= Z₁ Figure 1. Liquid Flow in a Pipeline (a) Calculate the flow rate q (in gal/min) in the pipeline for water at 60°F. The pipeline is nominal 6-inch diameter schedule 40 commercial steel pipe with L = 5000 ft, p= 150 psig, pz = 0 psig, z; = 0 ft, z₂ = 300 ft. (b) Do the calculations for several higher values of p: (200 psig max). Plot the calculated flow rate as a function of pressure difference. Based on the plot, determine the minimum pressure difference needed to start the flow.
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7. Find the equivalent length of pipe 1 to 2 with a diameter of 300mm and the velocity of line C. Use the figure below and neglect minor losses. U 1 Pipes A B 3C A Length 300 m 150 m 250 m B 00 Diameter 300 mm 200 mm 250 mm C 10 m D f 0.020 0.021 0.020
Question 2 For the square loop shown below, find the discharges in each pipe, AB, BC, CD and AD, using Hardy Cross analysis. All the pipes are at the same elevation, are 1 km long with a 300 mm diameter. Friction factor is 0.019. Begin the analysis at Point A, assuming that 60 liters/second (L/S) flows into AB and 40 L/S flows into AD. NOTES: Use AQ as: AQ EHL 2E(HL/Q) 1 L/S - 1,000 m³/s 100 L/S A D 40 L/S B 20 L/S +→
SUBJECT: HYDRAULICS FINALS ANSWERS MUST BE 3 DECIMALS AND BOX IT SHOW COMPLETE SOLUTION BADLY NEED IT ASAP EXPERTS. THANK YOU
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