New Solution Method for Water Surface Profile along a Side Weir in a Circular Channel-Reference-Cited by-同舟云学术

New Solution Method for Water Surface Profile along a Side Weir in a Circular Channel

Published:2012-10 Issue:10 Volume:138 Page:948-954
ISSN:0733-9437
Container-title:Journal of Irrigation and Drainage Engineering
language:en
Short-container-title:J. Irrig. Drain Eng.

Author:

Vatankhah Ali R.¹

Affiliation:

1. Assistant Professor, Dept. of Irrigation and Reclamation Engineering, Univ. College of Agriculture and Natural Resources, Univ. of Tehran, P. O. Box 4111, Karaj, 31587-77871, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29IR.1943-4774.0000483

Reference26 articles.

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

2. Discharge Coefficient for Sharp-Crested Side Weir in Subcritical Flow

3. Discharge Coefficient of Lateral Diversion from Trapezoidal Channel

4. Coleman G. S and Smith D. (1923). “The discharging-capacity of side weirs.” ICE Sel. Eng. Pap. 1(6) 288–304.

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