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Published in:

Volume 8 Issue 3
March-2021
eISSN: 2349-5162

Unique Identifier

JETIR2103042

Page Number

273-278

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Title

Design and Implementation of River Water Intake System

ISSN

2349-5162

Cite This Article

"Design and Implementation of River Water Intake System", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.8, Issue 3, page no.273-278, March-2021, Available :http://www.jetir.org/papers/JETIR2103042.pdf

Abstract

The river water intake system is designed to cater the water demand of dust suppression system for the project constructed on the bank of Ganga river. The project was executed by considering that the water demand of dust suppression system will meet through water supply connection from the local municipal authority. Therefore, the all civil, mechanical and electrical woks were already completed considering the above indicated water source. However, allocation from the local municipal corporation has not been accorded for the project. The water is available throughout the year in the river Ganga and ground water is also available at lower depth in the project site. Therefore, the river water and bore wells were proposed as the source of water for the dust suppression system. However, the water demand of dust suppression system is higher than yield of common bore well. Therefore, river water is considered as the source of water and the river water intake system is designed to cater the demand of the dust suppression system. The berth was already constructed. Hence, the system needs to be designed without causing much excavation and disturbance to the constructed system which was the major challenge in designing and selection. Also, the river Ganga has high water currents. Therefore, the system needs to be designed to sustain the water current loads as well as to protect the system from damaging due to solid materials flowing along the river. The various options were studied and analysed during the design of the river water intake system. The borewell pumps with the casing pipe are selected for the project based on the techno-commercial aspects. The system is designed to pump the river water into the underground service water tank using borewell pumps and further it is utilized for the dust suppression system.

Key Words

Hazen Williams Coefficient; Negative lift; Pressure Ratings; Representative Resistance Coefficients; Pumps.

Cite This Article

"Design and Implementation of River Water Intake System", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.8, Issue 3, page no. pp273-278, March-2021, Available at : http://www.jetir.org/papers/JETIR2103042.pdf

Publication Details

Published Paper ID: JETIR2103042
Registration ID: 305664
Published In: Volume 8 | Issue 3 | Year March-2021
DOI (Digital Object Identifier):
Page No: 273-278
ISSN Number: 2349-5162

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Cite This Article

"Design and Implementation of River Water Intake System", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.8, Issue 3, page no. pp273-278, March-2021, Available at : http://www.jetir.org/papers/JETIR2103042.pdf




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