Flow over a “Killer” Weir Design Project
Author:
Affiliation:
1. Member, ASCE
2. Assoc. Prof. and Dir., Albrook Hydraulics Laboratory, Civ. and Envir. Engrg. Dept., Washington State Univ., P.O. Box 642910, Pullman, WA 99164-2910. E-mail: rhh@wsu.edu
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9429%282001%29127%3A12%281022%29
Reference6 articles.
1. Chow V. T. ( 1959). Open channel hydraulics McGraw-Hill New York.
2. Hirt C. W. ( 1994). “Weir discharges and counter-currents.” Proc. Hydroinformatics '94 Minns Babovic and Maksimovic eds. Balkema Rotterdam The Netherlands 155–159.
3. Discussion of “Drownproofing of Low Overflow Structures” by H. J. Leutheusser and W. M. Birk (February, 1991, Vol. 117, No. 2)
4. Drownproofing of Low Overflow Structures
5. Richardson J. E. ( 1997). “Control of hydraulic jump by abrupt drop.” Proc. 27th Congr. Int. Assn. for Hydr. Res. F. M. Holley and A. Aslsaffa eds. 625–630.
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