Bi-Objective Design of Water Distribution Networks Considering Fuzzy Randomness in Nodal Demands and Pipe Roughness Coefficients-Reference-Cited by-同舟云学术

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Bi-Objective Design of Water Distribution Networks Considering Fuzzy Randomness in Nodal Demands and Pipe Roughness Coefficients

Published:2022-06-02 Issue: Volume: Page:
ISSN:
Container-title:World Environmental and Water Resources Congress 2022
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Author:

Pandey Prerna¹²³,Dongre Shilpa¹²³,Gupta Rajesh¹²³

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, Visvesvaraya National Institute of Technology, Nagpur, Maharashtra, India. ORCID: https://orcid.org/0000-0002-1588-1117.

2. Assistant Professor, Dept. of Civil Engineering, Visvesvaraya National Institute of Technology, Nagpur, Maharashtra, India.

3. Professor (HAG), Dept. of Civil Engineering, Visvesvaraya National Institute of Technology, Nagpur, Maharashtra, India. ORCID: https://orcid.org/0000-0002-6898-0595.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484258.090

Reference17 articles.

1. Least-Cost Design of Water Distribution Networks under Demand Uncertainty

2. Bhave, P. R., and Gupta, R. (2006). Analysis of Water Distribution Networks. Narosa publishing House, New Delhi, India. Alpha Science Int’l Ltd.

3. Water distribution networks design under uncertainty

4. Optimal design of water distribution network under hydraulic uncertainties;Dongre S. R.;ASCE-ASME J. of Risk and Uncertainty in Eng. Sys., Part A: Civil Engineering,2017

5. Weighted minimum and maximum operations in fuzzy set theory

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