Impact Factor
7.883
Call For Paper
Volume 12 Issue 07
July 2026
Author(s)
Vikash Kumar Sangadiya Ajay Kumar Meena Abhay Jangid Vikas Basetiya
Abstract
The Problem Is Solved Globally By A Separate And Bound Innovation Using Asperous Optimization And Duality Theory. Hazen-Williams Equation Is Used, In This Equation A Relationship Is Drived Which Relate The Flow Of Water In A Pipe With The Physical Propert
Keywords
Rehabilitation
Decision Models
Water Distribution Networks
Water Supply
Optimum Design
Water Distribution Network.
Paper ID
IJSARTV8I150974
Publication Date
January 10, 2022
Research Area
Civil Water Distribution Networks