A Logical Approach for Water Distribution System Optimal Design

Author(s):  
Doosun Kang ◽  
Kevin Lansey
Water ◽  
2019 ◽  
Vol 11 (8) ◽  
pp. 1637 ◽  
Author(s):  
Ho Min Lee ◽  
Donghwi Jung ◽  
Ali Sadollah ◽  
Do Guen Yoo ◽  
Joong Hoon Kim

Engineering benchmark problems with specific characteristics have been used to compare the performance and reliability of metaheuristic algorithms, and water distribution system design benchmarks are also widely used. However, only a few benchmark design problems have been considered in the research community. Due to the limited set of previous benchmarks, it is challenging to identify the algorithm with the best performance and the highest reliability among a group of algorithms. Therefore, in this study, a new water distribution system design benchmark problem generation method is proposed considering problem size and complexity modifications of a reference benchmark. The water distribution system design benchmark problems are used for performance and reliability comparison among several reported metaheuristic optimization algorithms. The optimal design results are able to quantify the performance and reliability of the compared algorithms which shows each metaheuristic algorithm has its own strengths and weaknesses. Finally, using the proposed method in this study, guidelines are derived for selecting an appropriate metaheuristic algorithm for water distribution system design.


2020 ◽  
Vol 1 (3) ◽  
Author(s):  
Bipin Sahu ◽  
Ajai Singh

To satisfy the increasingly growing population's water demand, it is necessary to provide adequate and consistent quantities of water across the planned pipeline network. The scarce water resources must be planned scientifically and proper water distribution network can play an important role in managing non-revenue urban and rural water management. In the present work, we have applied the EPANET model for analyzing the water distribution system for a small place in Ranchi, Jharkhand. The results showed that the pressures at all junctions and the flows at all pipes are sufficient to provide adequate water for the design network. The maximum pressure was observed to be 30.04 m and the flow was also quite reasonable for transporting the water to the consumers. The study demonstrated the application of EPANET for analyzing a water distribution system and should be used to check non-revenue urban and rural water management.


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