Unified discharge coefficient formula for free and submerged triangular labyrinth weirs-Reference-Cited by-同舟云学术

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Unified discharge coefficient formula for free and submerged triangular labyrinth weirs

Published:2017-10 Issue: Volume:57 Page:46-56
ISSN:0955-5986
Container-title:Flow Measurement and Instrumentation
language:en
Short-container-title:Flow Measurement and Instrumentation

Author:

Bijankhan M.,Kouchakzadeh S.

Publisher

Elsevier BV

Subject

Electrical and Electronic Engineering,Computer Science Applications,Instrumentation,Modeling and Simulation

Reference33 articles.

1. The Performance of Labyrinth Weir;Taylor,1968

2. Performance and design of labyrinth weirs;Hay;J. Hydraul. Eng.,1970

3. Discussion on “Performance and design of labyrinth weirs.” by Hay, N., and Taylor, G.;Darvas;J. Hydraul. Eng.,1971

4. J.P. Tullis, N. Amanian, D. Waldron, By J . Paul Tullis , I Member , ASCE , Nosratollah Amanian , 2 and, J. Hydraul. Eng., vol. 121, 1995, pp. 247–255.

5. K.L. Houston, Hydraulic Model Study of Ute Dam Labyrinth Spillway, 1982.

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1. Flow Nonuniformity and Energy Dissipation in Moderate-Sloped Stepped Chutes with a Labyrinth Crest;Journal of Hydraulic Engineering;2024-09

2. An experimental and numerical investigation of hydraulic performance of in-channel triangular labyrinth weir for free overflow;ISH Journal of Hydraulic Engineering;2024-06-09

3. Experimental and numerical investigation of rectangular labyrinth weirs in an open channel;Proceedings of the Institution of Civil Engineers - Water Management;2024-05-21

4. A performance comparison of the meta model methods for discharge coefficient prediction of labyrinth weirs;Flow Measurement and Instrumentation;2024-04

5. Investigating the numerical modeling of the effect of direct and lateral congress overflows in channels on the discharge coefficient;Journal of the Selva Andina Research Society;2024-02-01

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