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Journal ArticleDOI

Performance and Design of Labyrinth Weirs

Nessim Hay, +1 more
- 01 Nov 1970 - 
- Vol. 96, Iss: 11, pp 2337-2357
TLDR
In this paper, the authors describe the results of a program of research on labyrinth weirs that is aimed to provide comprehensive performance and design data, and a mathematical model was constructed and a computer program developed which will predict performance to ± 4% accuracy or better over a wide range of operating conditions.
Abstract
The purpose of the labyrinth weir is to increase the discharge per unit width of channel beyond that usually obtained from a conventional weir under identical head conditions. This is achieved by compressing a large length of crest in concertina form into the space available on site. An increase of discharge ranging up to sixfold or more can be obtained. Described are the results of a program of research on labyrinth weirs that is aimed to provide comprehensive performance and design data. The experimental work covered the effects of all primary parameters affecting performance such as crest length magnification, plan geometry, number of cycles, etc. Parallel with the experimental work a mathematical model was constructed and a computer program developed which will predict performance to ± 4% accuracy or better over a wide range of operating conditions. Finally a simple design method is instilled from the experimental and theoretical results.

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Journal ArticleDOI

Hydraulic performance of circular crested oblique weirs

TL;DR: In this article, the discharge capacity of oblique weirs by rounding their crests was investigated and the results showed that the discharge increases with the increase of effective head above crest (He).
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Semi-analytical solution and numerical simulation of water surface profile along duckbill weir

TL;DR: Duckbill weir is one type of long crested weirs which passes more flow with less head variation on the weir than standard weirs Due to contraction and decreasing discharge along the weirs, a gradua
Journal ArticleDOI

Numerical Investigation of Geometric Parameters Effect of the Labyrinth Weir on the Discharge Coefficient

TL;DR: In this paper, the effect of geometry on labyrinth weir discharge coefficient was investigated in a virtual laboratory, and extensive experiments were carried out to survey the effect on the labyrinth weirs discharge coefficient.
Journal ArticleDOI

Hydraulic Performance of Circular Crested Triangular Plan Form Weirs

TL;DR: In this article, the hydraulic performance of circular crested triangular plan form weirs under free flow conditions is experimentally studied and the experimental results of all models showed that the variation of discharge coefficient with relative head above crest (h/P) for the different values of vertex angles, weir heights and crest diameters was a simple power equation.