Subject: Environmental Engineering lab - ii
Course Code: CE 452
Topic: Pipe Network, Sewer Network,
Plumbing System & Septic tank Design
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Presented By :
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Toufiqul Islam
Mushfeq Uddin
Hillary Chowdhury
Razibul Islam
Forhad Rahaman
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(030-21-02)
(030-21-05)
(030-21-06)
(030-21-07)
(030-21-08)
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Submitted to:
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Engr. Md. Arafat Ahmed
Lecturer
Southern University Bangladesh
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Introduction.
Aim and Objectives.
Pipe Network.
Sewer Network.
Plumbing System.
Septic tank Design.
Out come of this experiment.
Pipe Network,
Sewer Network,
Plumbing System &
Septic tank Design
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Water is necessary for urban
development, power production,
growing and processing high-value
crops, oil and gas development and
processing, and industrial
manufacturing. Satisfying all of
these competing needs requires a
better understanding of water
resources and new approaches to
water management.
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to determine the flow rates and pressure drops in the individual sections of the
network.
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To determine the limit of water level in streets or watercourses and avoid flooding
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to bring water into the structure for human use, and the second is to remove
wastewater of various types
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to retain the human waste in the tank.
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The Hardy Cross method is an iterative
method for determining the flow in pipe
network systems where the inputs and
outputs are known, but the flow inside the
network is unknown. The method was first
published in November 1936 by its
namesake, Hardy Cross. The Hardy Cross
method is an adaptation of the Moment
distribution method, which was also
developed by Hardy Cross as a way to
determine the forces in statically
indeterminate structures.
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In this experiment we have a good idea about calculation and design in Pipe
Network, Sewer Network, Plumbing System & Septic tank Design of water demand
& Fire Demand according to the population.