Abstract

In this paper, a new approach is presented for the computation of the flow velocity in pipes
arranged in parallel based on analytic development. This parameter is needed to trail error
procedures to be solved, and have big important in flow measurement and design of drainage
network, where the flow is mostly flowing in free surface flow. A new method is elaborated
to eliminate the need for trial methods, where the computation of the flow velocity become
easy, simple and direct with zero deviation compared to Manning equation and others
approaches which have been considered as the best
approaches but after investigation these approaches are lack accuracy and do not cover the
entire range of :
Key words: Flow velocity, free surface flow, uniform and steady flow, Circular pipe,
Manning equation

Information

Item Type:	Conference
Divisions:	» laboratory of Modeling and Socio-Economic Analysis in Water Science » Faculty of Science and Technology
ePrint ID:	87
Date Deposited:	2014-10-30
Further Information:	Google Scholar
URI:	https://www.univ-soukahras.dz/en/publication/article/87

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