Case Studies
Nov 29, 2016

Benefit Analysis of Ice Control Structures in Oil City, Pennsylvania

Publication: Journal of Cold Regions Engineering
Volume 31, Issue 2

Abstract

In designing flood control projects, engineers must show that the proposed project provides a flood damage reduction benefit in economic terms. For ice control structures, however, cost benefits have rarely been calculated at the time of construction because of the uncertainty associated with ice-affected flooding. This work presents a quantitative method for assessing the financial benefits of such structures since installation. Oil City, located at the confluence of the Allegheny River and Oil Creek in Pennsylvania, experienced frequent ice jam and ice jam flooding events prior to the design and installation of two ice control structures (ICS) in the 1980s. The ice control structure on the Allegheny River is a floating boom meant to encourage freezeup and development of a thermal ice cover, reducing frazil deposition in a pool downstream of the confluence. The Oil Creek ICS is a concrete weir designed to hold back or delay ice runs down to the confluence where they traditionally jam. Using historical ice jam data, criteria were developed to estimate when a jam was likely to occur. Those criteria were applied to the post-ICS period, and dates when an ice jam was likely were modeled without and with an ICS in place. A hydraulic model was calibrated and used to model post-ICS jams for without-ICS and with-ICS conditions. Financial damages in each case were estimated from the modeled peak stage resulting from an ice jam event. Benefits were then calculated by comparing financial damages resulting from the peak stage with the structure in place to that without the structure for the same event. The objective of this study is to implement that method for calculating annual benefits and to estimate the without-ICS and with-ICS stage at Oil City for each year that the ICSs have been in place. This example application of estimating cost benefits of a structure after installation for examining impacts presents a method for justifying maintenance and rehabilitation costs of ice control structures and future design and construction. It is estimated that the Oil City ICSs have provided $23.5 million in flood damage reduction since installation.

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Acknowledgments

The writers acknowledge the Pittsburgh District of USACE who funded this study, particularly Mark Zaitsoff and Joseph Bossard. We also thank Steven Daly, John Gagnon, and Gordon Gooch of CRREL for their assistance.

References

Belore, H. S., Burrell, B. C., and Beltaos, S. (1990). “Ice jam mitigation.” Can. J. Civil Eng., 17(5), 675–685.
Brouwer, R., and Pearce, D. (2005). Cost-benefit analysis and water resources management, Edward Elgar, Northhampton, MA.
CRREL (Cold Regions Research and Engineering Laboratory). (2014). “CRREL ice jam database.” ⟨https://rsgisias.crrel.usace.army.mil/icejam/⟩ (Oct. 20 2014).
Daly, S. F., Brunner, G., Piper, S., Jensen, M., and Tuthill, A. M. (1998). “Modeling ice-covered rivers using HEC-RAS.” Proc., 9th Int. ASCE Conf. on Cold Regions Engineering, Cold Regions Impact on Civil Works, D. E. Newcomb, ed., ASCE, Reston, VA, 373–383.
Daly, S. F., Tuthill, A. M., and White, K. D. (1996). “Investigation of ice jam formation at Oil City, PA.” U.S. Army Cold Regions Research and Engineering Laboratory, Hanover, NH.
Deck, D., and Gooch, G. E. (1981). “Ice jam problems at Oil City, PA.”, U.S. Army Cold Regions Research and Engineering Laboratory, Hanover, NH.
Deck, D., and Gooch, G. E. (1983). “Performance of the Allegheny River ice control structure.”, U.S. Army Cold Regions Research and Engineering Laboratory, Hanover, NH.
Ehlke, M. H., and Reed, L. A. (1999). “Comparison of methods for computing streamflow statistics for Pennsylvania streams.”, United State Geological Survey Water-Resources Investigations, Lemoyne, PA.
Gooch, G. E., and Daly, S. F. (1994). “Oil City, PA, ice management project.” U.S. Army Cold Regions Research and Engineering Laboratory, Hanover, NH.
HEC RAS v.4.0 [Computer software]. U.S. Army Corps of Engineers Hydrologic Engineering Center, Davis, CA.
Jasek, M., Friesenham, E., and Granson, W. (2007). “Operational river ice forecasting on the Peace River—Managing flood risk and hydropower production.” Proc., 14th Workshop on the Hydraulics of Ice Covered Rivers, CGU HS Committee on River Ice Processes and the Environment, Committee on River Ice Processes and the Environment (CRIPE), Montreal, 19–22.
Lever, J. H., Gooch, G. E., and Daly, S. F. (2000). “Cazenovia creek ice-control structure.”, U.S. Army Engineer Research and Development Center, Cold Regions Research and Engineering Laboratory, Hanover, NH.
Massie, D. D., White, K. D., and Daly, S. F. (2002). “Application of neural networks to predict ice jam occurrence.” Cold Reg. Sci. Technol., 35(2), 115–122.
Morse, B., Francoeur, J., Delcourt, H., and Leclerc, M. (2006). “Ice control structures using piers, booms and nets.” Cold Reg. Sci. Technol., 45(2), 59–75.
Moser, D. A. (1997). “The use of risk analysis by the U.S. Army Corps of Engineers.” Proc., Hydrology and Hydraulics Workshop on Risk-Based Analysis for Flood Damage Reduction Studies, USACE Hydrologic Engineering Center, Pacific Grove, CA, 1–14.
PAMAP. (2006). “PAMAP program—County Mosaic 2003–2006.” Dept. of Conservation and Natural Resources, Bureau of Topographic and Geologic, Middletown, PA.
Seber, G. A. F. (1984). Multivariate observations, Wiley, Hoboken, NJ.
Tuthill, A. M, and Lever, J. H (2006). “Design of breakup ice control structures.”. U.S. Army Cold Regions Research and Engineering Laboratory, Hanover, NH.
USACE (U.S. Army Corps of Engineers). (1988). “National economic development procedures manual—Urban flood damage.”, Institute for Water Resources, Belvoir, VA.
USACE (U.S. Army Corps of Engineers). (2005). “Engineering and design—Ice engineering.”, Washington, DC.
USGS. (2014). “USGS water data for the nation.” ⟨http://waterdata.usgs.gov/nwis⟩ (Oct. 21, 2014).
Vuyovich, C., Daly, S., Gagnon, J., Weyrick, P., and Zaitsoff, M. (2009). “Monitoring river ice conditions using web-based cameras.” J. Cold Reg. Eng., 1–17.
Vuyovich, C. M., Tuthill, A. M., and Daly, S F. (2003). “Estimating benefits for the Oil City ice control structures.” U.S. Army Cold Regions Research and Engineering Laboratory, Hanover, NH.
Vuyovich, C. M., and White, K. D. (2006). “Assessment of the effectiveness of the Israel River ice control structure, Lancaster, NH.”, U.S. Army Engineer Research and Development Center, Cold Regions Research and Engineering Laboratory, Hanover, NH.
White, K. D. (2004). “Method to estimate river ice thickness based on meteorological data.”, U.S. Army Engineer Research and Development Center, Cold Regions Research and Engineering Laboratory, Hanover, NH.
White, K. D. (2008). “Breakup ice jam forecasting.” River ice breakup, S. Beltaos, ed., Water Resources Publication, Littleton, CO.
Zufelt, J. E., Earickson, J. A., and Cunningham, L. (1990). “Ice jam analysis at Idaho Falls, Snake River, Idaho.”, U.S. Army Engineer Research and Development Center, Cold Regions Research and Engineering Laboratory, Hanover, NH.

Information & Authors

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Published In

Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 31Issue 2June 2017

History

Received: Nov 13, 2014
Accepted: Oct 12, 2016
Published online: Nov 29, 2016
Discussion open until: Apr 29, 2017
Published in print: Jun 1, 2017

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Authors

Affiliations

Meredith Carr, Ph.D., M.ASCE [email protected]
P.E.
Research Hydraulic Engineer, U.S. Army Engineer Research and Development Center, Cold Regions Research and Engineering Laboratory, 72 Lyme Rd., Hanover, NH 03755 (corresponding author). E-mail: [email protected]
Carrie M. Vuyovich [email protected]
P.E.
Research Hydraulic Engineer, U.S. Army Engineer Research and Development Center, Cold Regions Research and Engineering Laboratory, 72 Lyme Rd., Hanover, NH 03755. E-mail: [email protected]
Andrew M. Tuthill [email protected]
P.E.
Principal Engineer, Tuthill Engineering, 5 Algonquin Trail, Etna, NH 03750. E-mail: [email protected]

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