Discussion of “New Method for Modeling Thin-Walled Orifice Flow under Partially Submerged Conditions” by David Brandes and William T. Barlow-Reference-Cited by-同舟云学术

Discussion of “New Method for Modeling Thin-Walled Orifice Flow under Partially Submerged Conditions” by David Brandes and William T. Barlow

Published:2013-09 Issue:9 Volume:139 Page:789-793
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,Bijankhan M.²

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 (corresponding author).

2. Ph.D. Candidate, 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.1943-4774.0000584

Reference8 articles.

1. Greve F. V. (1932). “Flow of water through circular parabolic and triangular vertical notch weirs.” Engineering Bulletin 40 Purdue Univ. West Lafayette IN 37–60.

2. Investigation of Flow through Orifices in Riser Pipes

3. Orifice Flow

4. Der Beiwert kreisrunder Uberfalle;Staus A.;Wasserkraft Wasserwirtsch.,1931

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