Discharge through Open Offset Joints and Cracks in Spillway Chutes

Author:

Wahl Tony L.1ORCID,Heiner Bryan J.2

Affiliation:

1. Technical Specialist, US Dept. of the Interior, Bureau of Reclamation, Hydraulics Laboratory 86-68560, PO Box 25007, Denver, CO 80225-0007 (corresponding author). ORCID: .

2. Hydraulic Engineer, US Dept. of the Interior, Bureau of Reclamation, Hydraulics Laboratory 86-68560, PO Box 25007, Denver, CO 80225-0007.

Publisher

American Society of Civil Engineers (ASCE)

Reference19 articles.

1. Bureau of Reclamation. 2001. Water measurement manual. 3rd ed. Washington, DC: US Government Printing Office.

2. Unified Theory on Power Laws for Flow Resistance

3. Chow, V. T. 1959. Open-channel hydraulics, 28–29. New York: McGraw-Hill.

4. Foster, P., B. Wark, D. Ryan, and J. Richardson. 2016. “Damage to the Fairbairn Dam spillway and subsequent analyses and design of the remedial works.” In Dams: A lasting legacy. Tasmania, Australia: Australian National Committee on Large Dams/New Zealand Society on Large Dams.

5. Hutsell S. S. C. E. Cepero and T. N. Loar. n.d. “Case study: Guajataca Dam (Puerto Rico 2017).” Accessed November 3 2023. https://damfailures.org/case-study/guajataca-dam-puerto-rico-2017/.

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