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- W2023449020 abstract "Distribution networks are an essential part of all water supply systems. Distribution system costs within any water supply scheme may be equal to or greater than 60% of the entire cost of the project. The reliability of supply is much greater in the case of looped networks. The pipe networks have concentrated outflows or uniform outflow along the length of each pipe. In some pipes with variable discharge of a looped distribution network, water velocity could be reversed between its extremities. Thus, it is a water stall point denominated neutral point in which the discharge is null. In this paper a mathematical model for the determination of water stall point location in the pipes with distributed consumption is developed. This model has been implemented in a computer program for PC microsystems. Numerical example will be presented to demonstrate the accuracy and efficiency of the proposed model." @default.
- W2023449020 created "2016-06-24" @default.
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- W2023449020 date "2014-03-01" @default.
- W2023449020 modified "2023-10-16" @default.
- W2023449020 title "Determination of Neutral Point in Water Distribution Network Pipes with Variable Discharge on Route" @default.
- W2023449020 cites W649559772 @default.
- W2023449020 doi "https://doi.org/10.4028/www.scientific.net/amr.909.428" @default.
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