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Nov 4, 2021

Sensitivity Analysis of the Auxiliary Spillway Erosion Based on the Material and Structural Properties

Publication: Geo-Extreme 2021

ABSTRACT

This paper examines how the level of auxiliary spillway erosion varies depending on the material and structural properties of the spillway. A sensitivity analysis is performed to distinguish the variability in the auxiliary spillway erosion for the Willow Creek Dam, located in Montana, using Windows Dam Analysis Modules (WinDAM) C software. The geologic materials, geometric design parameters, and hydrologic data are considered for the overall sensitivity analysis. The test is performed by changing the input parameters in WinDAM C. It was observed the inflow hydrograph had the largest impact on erosion. The representative diameter, spillway width, and side slope ratio had intermediate levels of impact on erosion.

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REFERENCES

ASDSO (Association of State Dam Safety Officials. (2020). Common Problems for Small Dams with Concrete Channel Spillways, <https://damsafety.org/dam-owners/common-problems-with-concrete-channel-spillways>(Aug. 6, 2020).
USBR (United States Bureau of Reclamation). (2019). Hydromet: ARC050, Daily Data for One Year (Daily values for one year, one station, one parameter), <https://www.usbr.gov/gp-bin/arc050_form.pl?WCR>(Aug. 7, 2020).
USBR (United States Bureau of Reclamation). (2020). Projects and Facilities - Willow Creek Dam, <https://www.usbr.gov/projects/index.php?id=95>(Aug. 6, 2020).
Kamien, D. J. (1997). Engineering and Design: Introduction to Probability and Reliability Methods for Use in Geotechnical Engineering. Corps of Engineers Washington DC.
Neilsen, M., and Cao, C. (2019). “Sensitivity Analysis of Internal Erosion Models for Dam Safety.” 2019 Int. Conference on Computational Science and Computational Intelligence (CSCI), IEEE, 457–464.
Neilsen, M. L. (2013). “Global sensitivity analysis of dam erosion models.” Proc. Int. Conference on Scientific Computing (CSC), Paper Number CSC-3502.
USDA (United States Department of Agriculture). (1997). Earth Spillway Design, Part 628 Dams National Engineering Handbook.
Wahl, T. (2008). “Modeling Headcut Erosion in a Proposed Fuse Plug Auxiliary Spillway Channel at Glendo Dam.”, Bureau of Reclamation.
Wahl, T. (2009). “Numerical modeling of headcut erosion in auxiliary spillway channel at Glendo Dam.”, Bureau of Reclamation.
Wahl, T. (2015). “Bureau of Reclamation use of Erosion-Modeling Innovations from ARS-Stillwater.” 2015 ASABE Annual Int. Meeting, American Society of Agricultural and Biological Engineers, 1.
Wahl, T. (2016). “Erosion Analysis for the Emergency Spillway at Willow Creek Dam.”.
Walowsky D., Wright, P., and Henry, C. (2008). “Jet test to evaluate the head cutting of glacial till in auxiliary spillways in New York state.” 2008 Providence, Rhode Island, June 29–July 2, 2008, American Society of Agricultural and Biological Engineers, 1.
Zhong, Q. M., Chen, S. S., Deng, Z., and Mei, S. A. (2019). “Prediction of overtopping-induced breach process of cohesive dams.” J. Geotech. and Geoenv. Eng., American Society of Civil Engineers, 145(5), 04019012.

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Geo-Extreme 2021
Pages: 111 - 126

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Published online: Nov 4, 2021

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Authors

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Sanjeeta N. Ghimire, Ph.D., M.ASCE [email protected]
1Dept. of Civil, Materials, and Environmental Engineering, Univ. of Illinois at Chicago, Chicago, IL. Email: [email protected]
Joseph W. Schulenberg, Ph.D., M.ASCE [email protected]
P.E.
2Clinical Assistant Professor, Dept. of Civil, Materials, and Environmental Engineering, Univ. of Illinois at Chicago, Chicago, IL. Email: [email protected]
Mitchell L. Neilsen, Ph.D. [email protected]
3Professor and Graduate Program Director, Dept. of Computer Science, Kansas State Univ., Manhattan, KS. Email: [email protected]

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