Free Overfall for Discharge Measurement in Channels of Different Shapes: A Review

Chnen Jalal Mohammed, Bahzad Mohammad Ali Noori
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Abstract

The end drop in open channels can be considered as a simple and useful tool for the measurement of flow rates flowing in open channels of different shapes. The depth at channel end can be related to the critical depth in the approaching channel and denoted as (EDR). The (EDR) is an essential parameter for measuring end drop discharge (EDD) in open channels. The main target of this paper is to review the previous works done on the end drop in different shapes of channels using the properties of the free end drop flow as basic criteria for the estimation of (EDR) and (EDD). Useful relationships between (EDR) and channel slope are presented which are the outcome results of previous researches done on smooth and rough open channels of different shapes (rectangular, trapezoidal, circular and triangular). Moreover, the correlations of (EDD) depending on end drop depth and characteristics of the upstream approaching channel are presented for channels of different shapes for subcritical and supercritical states of flow. Still there is no unique theoretical solution for the problem of using end depth of free drop as a key for the estimation of flow rates in open channels which needs more theoretical and experimental studies and works on this important field of research.
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不同形状水道中用于放电测量的自由落差:综述
明渠末端落差可视为测量不同形状明渠流速的简单而有用的工具。渠道末端的深度可以与临近渠道的临界深度相关联,记为 (EDR)。(EDR) 是测量明渠末端排水量 (EDD) 的基本参数。本文的主要目的是回顾以往关于不同形状渠道中端降的研究,将自由端降流的特性作为估算(EDR)和(EDD)的基本标准。本文介绍了 (EDR) 和渠道坡度之间的有用关系,这些关系是以前对不同形状(矩形、梯形、圆形和三角形)的光滑和粗糙明渠进行研究的结果。此外,还针对不同形状的水道,给出了在亚临界和超临界水流状态下,端滴深度与上游接近水道特性之间的相关性。对于将自由落体末端深度作为估算明渠流速的关键这一问题,目前仍没有独特的理论解决方案,需要在这一重要研究领域开展更多的理论和实验研究与工作。
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