THE DISCHARGE OF WATER OVER SIDE WEIRS IN CIRCULAR PIPES. HYDRAULICS PAPER NO 12. SYMPOSIUM OF FOUR PAPERS ON SIDE SPILLWAYS.-Reference-Cited by-同舟云学术

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THE DISCHARGE OF WATER OVER SIDE WEIRS IN CIRCULAR PIPES. HYDRAULICS PAPER NO 12. SYMPOSIUM OF FOUR PAPERS ON SIDE SPILLWAYS.

Published:1957-02 Issue:2 Volume:6 Page:270-287
ISSN:1753-7789
Container-title:Proceedings of the Institution of Civil Engineers
language:en
Short-container-title:Proceedings of the Institution of Civil Engineers

Author:

ALLEN J W

Publisher

Thomas Telford Ltd.

Subject

General Medicine

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/iicep.1957.12363

Cited by 14 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. Discharge and flow field of the circular channel along the side weir;Canadian Journal of Civil Engineering;2015-04

2. STUDY ON SUITABLE COEFFICIENT OF OVERFLOW DISCHARGE EQUATION UNDER PRESSURIZED FLOW CONDITION;Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering);2015

3. Free surface and velocity field in a circular channel along the side weir in supercritical flow conditions;Flow Measurement and Instrumentation;2014-08

4. Water surface profile along a side weir in a parabolic channel;Flow Measurement and Instrumentation;2013-08

5. New Solution Method for Water Surface Profile along a Side Weir in a Circular Channel;Journal of Irrigation and Drainage Engineering;2012-10

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