Chapter
Jun 3, 2021

Flood Simulation and Assessment due to Dam Breaching of the Cherry Creek Reservoir, Colorado

Publication: World Environmental and Water Resources Congress 2021

ABSTRACT

Flooding causes the United States close to $8 billion a year. It can result in property damage, loss of life, and damage to the ecosystem. Oftentimes when houses and other infrastructure are built in places of high flooding potential, contractors need to follow specific building requirements in order to mitigate potential damage. Cherry Creek Dam is a man-made body of water located just southeast of Denver, Colorado. The dam was built in 1950 to prevent flooding from the South Platte River floodwaters, and since then it has not flooded. However, modeling has not been done to evaluate the effects of a probable maximum precipitation (PMP) storm, used to estimate a probable maximum flood (PMF). If such a storm would occur, it would be important to understand where the flooding would occur and to what extent. SRH-2D is a software program which can be used to model potential flooding. In this study, a research is designed to use SRH-2D to evaluate the flooding under PMF condition and subsequent breaching of the Cherry Creek Dam. Using the model results, future damage can be prevented through preparation and proper infrastructure standards.

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REFERENCES

Center for International Earth Science Information Network - CIESIN - Columbia University. 2018. Population Estimation Service, Version 3 (PES-v3). Palisades, NY: NASA Socioeconomic Data and Applications Center (SEDAC). https://doi.org/10.7927/H4DR2SK5. Accessed 29 November 2020.
Cherry Creek Water Control Plan Modification Study. Omaha, 2016. United States Army Corps of Engineers, www.nwo.usace.army.mil/Missions/Water-Information/Water-Control/Cherry-Creek-WCPM/.
Costa, John E. “The Dilemma of Flood Control in the United States.” Environmental Management, vol. 2, no. 4, 1978, pp. 313-22.
Dam Safety: Probable Maximum Flood. Ohio Department of Natural Resources Division of Water Fact Sheet. Energy Toolbox, 4 Apr. 1995, www.energytoolbox.org/gcre/bibliography/17_fctsht37.pdf.
Downton, Mary W., et al. “Interactions between Scientific Uncertainty and Flood Management Decisions: Two Case Studies in Colorado.” Environmental Hazards, vol. 6, no. 3, Jan. 2005, pp. 134-46. Taylor & Francis Online. https://doi.org/10.1016/j.hazards.2006.05.003.
FEMA National Dam Safety Program Fact Sheet. FEMA, Dec. 2015, www.fema.gov/sites/default/files/2020-08/dam-safety-in-us.pdf.
Groom, Kaelin, and Casey D. Allen. “Denver’s Forgotten Flood: The Geomorphologic Impacts of the 1933 Castlewood Dam Failure.” JOW, vol. 53, no. 2, Spring 2014, pp. 54-65.
Hall, Nancy, editor. Navier Stokes Equations. National Aeronautics and Space Administration, 2015. National Aeronautics and Space Administration, www.grc.nasa.gov/www/k-12/airplane/nseqs.html. Accessed 29 Nov. 2020.
Hogan, Scott. “SRH-2D (Sedimentation and River Hydraulics - 2D River Flow Modeling.” 20 Aug. 2014. National Hydraulic Engineering Conference, 2014, ir.uiowa.edu/nhec2014/day2/session-a/1/.Speech.
The Importance Of Flood Inundation Modeling Environmental Sciences Essay. ukessays.com. 11 2018. UKEssays. 11 2020 <https://www.ukessays.com/essays/environmental-sciences/the-importance-of-flood-inundation-modeling-environmental-sciences-essay.php?vref=1>.
Lai, Y. G. (2008). SRH-2D Theory and User’s Manual version 2.0, Technical Service Center, Bureau of Reclamation, Denver, CO.
Lai, Y. G. (2020). Personal communication. Oct. 3, 2020.
Morss, Rebecca E., et al. “Flood Risk, Uncertainty, and Scientific Information for Decision Making.” American Meteorological Society, Nov. 2005, pp. 1593-601.
Murray, Jon. “Denver’s population growth leads Colorado as urban areas outpace rural.” The Denver Post [Denver], 25 Mar. 2020, www.denverpost.com/2020/03/25/denver-colorado-2019-census-population-growth-estimates/.
Plate, Erich J. “Flood risk and flood management.” Journal of Hydrology, vol. 267, nos. 1-2, 1 Oct. 2002. Science Direct, doi. org/10.1016/S0022-1694(02)00135-X.
Sakhaee, Farhad. “Steady and Unsteady Flow Simulation with SRH-2D.” Journal of Ocean Engineering and Science, vol. 5, no. 4, Dec. 2020, pp. 297-309. ScienceDirect. https://doi.org/10.1016/j.joes.2020.01.002.
Technical Bulletin 2. E-book, Federal Emergency Management Agency, 2008.
U.S. Department of the Interior, Bureau of Reclamation. Guide on Unsteady Flow Modeling with SRH-2D. By Yong Lai, Denver, U.S. Department of the Interior, June 2010.
Wendt, John F., and John D. Anderson, Jr. Computational Fluid Dynamics: An Introduction. Berlin, Springer, 2009.

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Go to World Environmental and Water Resources Congress 2021
World Environmental and Water Resources Congress 2021
Pages: 122 - 133

History

Published online: Jun 3, 2021

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Authors

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1Research Team, Cherry Creek High School, Greenwood Village, CO. Email: [email protected]
Bryne Knowles [email protected]
2Research Team, Cherry Creek High School, Greenwood Village, CO. Email: [email protected]
Scott Hogan [email protected]
3Federal Highway Administration Resource Center, U.S. Dept. of Transportation, Golden, CO. Email: [email protected]
4Technical Service Center, U.S. Bureau of Reclamation, Denver, CO. Email: [email protected]

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