Effects of ramp slope and discharge on hydraulic performance of submerged hump weirs-Reference-Cited by-同舟云学术

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Effects of ramp slope and discharge on hydraulic performance of submerged hump weirs

Published:2024-04 Issue: Volume:96 Page:102520
ISSN:0955-5986
Container-title:Flow Measurement and Instrumentation
language:en
Short-container-title:Flow Measurement and Instrumentation

Author:

Ahmadi Arash,Azimi Amir H.^ORCID

Funder

NSERC

Publisher

Elsevier BV

Reference30 articles.

1. Hydraulics of embankment weirs;Fritz;J. Hydraul. Eng.,1998

2. Viscosity and surface tension effects on rectangular weirs;Swamee;The ISH Journal of Hydraulic Engineering,2001

3. Head-discharge equation for the sharp-crested polynomial weir;Baddour;J. Irrigat. Drain. Eng.,2008

4. Head-discharge equation for sharp-crested weir with piecewise-linear sides;Vatankhah;J. Irrigat. Drain. Eng.,2012

5. A note on sharp-crested weirs and weirs of finite crest length;Azimi;Can. J. Civ. Eng.,2012

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