Abstract: Designing a large water‐distribution network as a single entity is difficult. The present practice of designing such a system is by decomposing or splitting it into a number of subsystems. Each subsystem is separately ...

Abstract: Water‐distribution systems require reorganization to derive increased water demand resulting from an increase in population through either increased population density or expansion into new internal areas. If the increased ...

Abstract: A water supply gravity main does not require power input; thus, it is preferred in comparison to a water supply pumping main. Moreover, a gravity main has greater reliability because it does not have moving parts, ...

Abstract: A direct and simple method is presented for the determination of sewer geometry of circular and noncircular shapes for partly full‐flowing conditions with the known variables being discharge, bed slope, and Mannings roughness ...