End Depth for Circular Channels-Reference-Cited by-同舟云学术

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End Depth for Circular Channels

Published:1964-03 Issue:2 Volume:90 Page:99-119
ISSN:0044-796X
Container-title:Journal of the Hydraulics Division
language:en
Short-container-title:J. Hydr. Div.

Author:

Rajaratnam N.¹,Muralidhar D.²

Affiliation:

1. Post-Doctoral Research Fellow, Civ. Engrg. Dept., Univ. of Alberta, Edmonton, Alta., Canada; formerly, Senior Scientific Officer, Civ. and Hydr. Engrg., Indian Inst. of Science, Bangalore, India

2. Research Fellow, Civ. and Hydr. Engrg., Indian Inst. of Science, Bangalore, India

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/JYCEAJ.0001037

Cited by 28 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental Investigation for Free Overfall of Flow in Semi-circular Channels;IOP Conference Series: Earth and Environmental Science;2022-12-01

2. Cereal Water Footprint in Arid and Semi-arid Regions: Past, Today and Future;Environmental Footprints of Crops;2022

3. Brink as a device for measurement discharge for partially filled circular channel;Ain Shams Engineering Journal;2013-06

4. Direct solution for discharge in circular free overfall;Journal of Hydrology;2012-06

5. Free overfalls in flat-based circular and U-shaped channels;Flow Measurement and Instrumentation;2011-03

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