Hydraulic Design and Analysis of Labyrinth Weirs. I: Discharge Relationships-Reference-Cited by-同舟云学术

Hydraulic Design and Analysis of Labyrinth Weirs. I: Discharge Relationships

Published:2013-05 Issue:5 Volume:139 Page:363-370
ISSN:0733-9437
Container-title:Journal of Irrigation and Drainage Engineering
language:en
Short-container-title:J. Irrig. Drain Eng.

Author:

Crookston B. M.¹,Tullis B. P.²

Affiliation:

1. Postdoctoral Researcher, Utah Water Research Laboratory, Dept. of Civil and Environmental Engineering, Utah State Univ., 8200 Old Main Hill, Logan, UT 84322-8200.

2. Associate Professor, Utah Water Research Laboratory, Dept. of Civil and Environmental Engineering, Utah State Univ., 8200 Old Main Hill, Logan, UT 84322-8200 (corresponding author).

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.1943-4774.0000558

Reference28 articles.

1. Amanian N. (1987). “Performance and design of labyrinth spillways.” M.S. thesis Utah State Univ. Logan UT.

2. Crookston B. M. (2010) “Labyrinth weirs.” Ph.D. dissertation Utah State Univ. Logan UT.

3. Crookston B. M. Paxson G. S. and Savage B. M. (2012). “It can be done! Labyrinth weir design guidance for high headwater and low cycle width ratios.” Proc. Dam Safety 2012 ASDSO Denver CO.

4. Arced Labyrinth Weirs

5. Discharge Efficiency of Reservoir-Application-Specific Labyrinth Weirs

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