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© 2019 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.

Abstract

The standard manufacturing organizations follow certain rules. The highest ubiquitous organizing principles in infrastructure design are modular idea and symmetry, both of which are of the utmost importance. Symmetry is a substantial principle in the manufacturing industry. Symmetrical procedures act as the structural apparatus for manufacturing design. The rapid growth of population needs outstrip infrastructure such as roads, bridges, railway lines, commercial, residential buildings, etc. Numerous underground facilities are also installed to fulfill different requirements of the people. In these facilities one of the most important facility is water supply pipelines. Therefore, it is essential to regularly analyze the water supply pipelines’ risk index in order to escape from economic and human losses. In this paper, we proposed a simplified hierarchical fuzzy logic (SHFL) model to reduce the set of rules. To this end, we have considered four essential factors of water supply pipelines as input to the proposed SHFL model that are: leakage, depth, length and age. Different numbers of membership functions are defined for each factor according to its distribution. The proposed SHFL model takes only 95 rules as compared to the traditional mamdani fuzzy logic method that requires 1225 rules. It is very hard and time consuming for experts to design 1225 rules accurately and precisely. Further, we proposed a Do-it-Yourself (DIY) system for the proposed SHFL method. The purpose of the DIY system is that one can design the FIS model according to his or her need.

Details

Title
A Water Supply Pipeline Risk Analysis Methodology Based on DIY and Hierarchical Fuzzy Inference
Author
Fayaz, Muhammad 1 ; Quoc Bao Pham 2 ; Nguyen Thi Thuy Linh 3 ; Pham Thi Thao Nhi 4 ; Dao Nguyen Khoi 5 ; Muhammad Shuaib Qureshi 1 ; Abdul Salam Shah 6   VIAFID ORCID Logo  ; Shah, Khalid 7 

 School of Arts and Sciences, University of Central Asia, Naryn 722918, Kyrgyzstan 
 Department of Hydraulic and Ocean Engineering, National Cheng-Kung University, Tainan 701, Taiwan; [email protected] (Q.B.P.); [email protected] (N.T.T.L.) 
 Department of Hydraulic and Ocean Engineering, National Cheng-Kung University, Tainan 701, Taiwan; [email protected] (Q.B.P.); [email protected] (N.T.T.L.); Faculty of Water Resource Engineering, Thuyloi University, Hanoi 100000, Vietnam 
 Institute of Research and Development, Duy Tan University, Danang 550000, Vietnam 
 Faculty of Environment, University of Science, Vietnam National University Ho Chi Minh City, Ho Chi Minh City 700000, Vietnam; [email protected] 
 Department of Computer Engineering, University of Kuala Lumpur (UniKl-MIIT), Kuala Lumpur 50250, Malaysia; [email protected] 
 Department of Computer Science & IT, University of Malakand, Chakdara 18800, Pakistan; [email protected] 
First page
44
Publication year
2020
Publication date
2020
Publisher
MDPI AG
e-ISSN
20738994
Source type
Scholarly Journal
Language of publication
English
ProQuest document ID
2550272683
Copyright
© 2019 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.