HYDRAULICS-Rate of flow of pipeline 2-Rate of flow of pipeline 3PLEASE PROVIDE COMPLETE SOLUTIONNEED ASAP THANKS SITUATION. A pipe network consists of pipeline 1 from A to B, then at B it is connected topipelines 2 and 3, where it merges again at joint C to form a single pipeline 4 up to point D.Pipelines 1, 2 and 4 are in series connection whereas pipelines 2 and 3 are parallel to eachother. If the rate of flow from A to B is 20 liters/sec and assuming f = 0.02 for all pipes, computethe following:PipelinesDiameterLength3000m250mm350mm2200m200mm3200m2800m400mm

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Answered: Rate of flow of pipeline 2 -Rate of…

Engineering

Civil Engineering

Rate of flow of pipeline 2 -Rate of flow of pipeline 3 PLEASE PROVIDE COMPLETE SOLUTION NEED ASAP THANKS

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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A pipe network consists of pipeline 1 from A to B then at B it is connected to pipelines 2 and 3, where it merges again at joint C to form a single pipeline 4 up to point D. Pipelines 1, 2 and 4 are in series connection whereas pipelines 2 and 3 are parallel to each other. If the rate of flow from A to B is 10 liters/sec and assuming f=0.02 for all pipes. Determine the flow in each pipe and the total head lost from A to D.
A pipe network consist of Pipeline from A to B, then at B, it is connected to pipelines 2 and 3, where it merges again at joint C to form a single pipeline 4 up to point D. Pipelines 1, 2/3, and 4 are in series connection whereas pipelines 2 and 3 are parallel to each other. Pipeline #1 is 3,000m long and 200mm in diameter; pipeline #2 is 2,200m long and 300mm in diameter; pipeline #3 is 3,200m long and 200mm in diameter; and pipeline #4 is 2,800m long and 400mm in diameter. If the rate of flow from A to B is 10 liters/sec and assuming ƒ = 0.02 for all pipes, determine the following: A) Compute the flow in Pipeline 2 in Liters/sec. B) Compute the total head lost, in meters, from point A to D.
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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
The total flow in the pipe system in the figure is 0.86 m³/s. Assume f = 0.032 for all pipes. A. What is the flow in pipeline 1? (m³/s) B. What is the flow in pipeline 2? (m³/s) C. What is the flow in pipeline 3? (m³/s)
A pipe network consists of pipeline 1 from A to B, then at B it is connected to pipelines 2 and 3, where it merges again at Joint C to form a single pipeline 4 up to point D. Pipeline 1, 2 and 4 are in series connection whereas pipeline 2 and 3 are parallel to each other. If the rate of flow from A to B is 100 lit/ sec and assuming f = 0.015 for all pipes. Pipelines 1 2 3 4 Length 3,300 m 2,000 m 2,200 m 1,800 m Diameter 250 mm 400 mm 200 mm 350 mm 26. Determine the flow in pipe 2. a. 36.87 L/s b. 85.58 L/s c. 14.42 L/s d. 63.13 L/s 27. Determine the flow in pipe 3. a. 36.87 L/s b. 85.58 L/s c. 14.42 L/s d. 63.13 L/s 28. Determine the head lost from A to D. a. 47.89m c. 45.08m b. 46.64m d. 48.72m ×
Assignment 4. Date =18/05/2022 Q7 For the branching system as shown in figure. Calculate the discharge in each pipe. Take f 0.02 for all pipeline. EL: 126.00 m EL: 109.00 m EL: 100.00 m A C Pipe Dia (cm) 1 15 2 10 3 10 (Neglect minor losses) Length (m) 350 200 250 B Connectivity AJ BJ JC
Pipes 1, 2 and 4 are connected in series with pipes 2 & 3 parallel to each other.Pipelines Diameter Length Friction Factor1 350mm 2500m 0.022 400mm 4000 m 0.023 300mm 2000 m 0.024 450mm 2500 m 0.02If the discharge of pipeline 2 is 0.05 m^3/s,1. Compute the rate of discharge of pipeline 32. Compute the rate of discharge of pipeline 43. Compute the total headloss of the pipe system
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