Abstract

Abstract: This article presents a new approach for the computation of the water surface angle in pipes arranged in parallel. Estimating this
parameter in partially filled pipes is an important task in the solution of many practical problems in the different branches of the engineering
profession such as flow measurement and design of drainage networks, where the flow is mostly of the free surface type. This characteristic
is needed in the trial and error classical solution and huge number of times. The new method is elaborated to overcome the laborious trial
and error method. Here, the computation of the water surface angle becomes easy, simple, and direct. DOI: 10.1061/(ASCE)PS.1949-
1204.0000272. © 2017 American Society of Civil Engineers.
Author keywords: Water surface angle; Free surface flow; Uniform and steady flow; Circular pipe; Manning equation.

Information

Item Type:	Journal
Divisions:
ePrint ID:	1620
Date Deposited:	0000-00-00
Further Information:	Google Scholar
URI:	https://www.univ-soukahras.dz/en/publication/article/1620

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