Effects of Joint and Crack Geometry on Hydraulic Jacking in Lined and Unlined Spillways

Author:

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

Affiliation:

1. U.S. Dept. of the Interior, Bureau of Reclamation, Hydraulics Laboratory, 86-68560, P.O. Box 25007, Denver, CO 80225-0007 (corresponding author). ORCID: .

2. U.S. Dept. of the Interior, Bureau of Reclamation, Hydraulics Laboratory, 86-68560, P.O. Box 25007, Denver, CO 80225-0007.

Publisher

American Society of Civil Engineers (ASCE)

Reference21 articles.

1. Erodibility

2. Bollaert E. 2010. “The comprehensive scour model: Theory and feedback from practice.” In Proc. 5th Int. Conf. on Scour and Erosion. London: International Society for Soil Mechanics and Geotechnical Engineering.

3. Physically Based Model for Evaluation of Rock Scour due to High-Velocity Jet Impact

4. Bureau of Reclamation. 2001. Water measurement manual. 3rd ed. Washington, DC: U.S. Govt. Printing Office.

5. Unified Theory on Power Laws for Flow Resistance

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