Technical Papers
Jul 8, 2015

Objective Procedure for Optimization of Inspection and Testing Strategies for Spillways

Publication: Journal of Infrastructure Systems
Volume 22, Issue 1

Abstract

The function of a spillway gate system is to control the flow of water through an opening for purposes such as flow regulation, flood control, emergency water release during load rejection, and dewatering for maintenance operations, or to remediate or respond to structural deficiencies. A growing problem for dam owners is the aging of such structures. As spillway systems age, more rigorous maintenance, inspection/testing, and repair/replacement of parts are required to ensure their long-term safe operation. Executing these measures may be very costly to dam owners and, if not conducted appropriately, may not have the desired effect on the reliability of the system. The first objective of this paper is to investigate the effect of inspection, testing, repair, and replacement strategies on the availability of spillway gate components. The second objective is to model the availability of the entire spillway gate system under flood and load rejection scenarios to determine the ability of the system as a whole to operate safely under emergency conditions. These two objectives are then used with cost optimization to develop recommendations on the type and frequency of inspections and tests for different types of spillway gate systems. A software application was developed to achieve the objectives by modeling the spillway gate components and system, determining component/system unavailability based on type and frequency of inspections/tests, and obtaining the optimum inspection/testing strategy.

Get full access to this article

View all available purchase options and get full access to this article.

References

Ahmadi, A., and Kumar, U. (2011). “Cost based risk analysis to identify inspection and restoration intervals of hidden failures subject to aging.” IEEE Trans. Reliab., 60(1), 197–209.
ANCOLD (Australian National Committee on Large Dams). (2003). “Guidelines on risk assessment.” Brisbane, Australia.
Baratti, E., Montanari, A., Castellarin, A., Salinas, J., Viglione, A., and Bezzi, A. (2012). “Estimating the flood frequency distribution at seasonal and annual time scales.” Hydrol. Earth Syst. Sci., 16, 4651–4660.
Barroeta, C. E., and Modarres, M. (2005). “Risk and economic estimation of inspection interval for periodically tested repairable components.” American Nuclear Society Int. Topical Meeting on Probabilistic Safety Analysis, San Francisco, 952–960.
Briand, M.-H., et al. (2009). New approach for evaluating risk and ranking spillways based on operational safety, Canadian Dam Association, Whistler, BC.
British Columbia Ministry of Forests Lands and Natural Resource Operations. (2011). “Dam failure consequence classification conversion guideline.”, Nanaimo, BC.
Brooks, S. (1958). “A discussion of random methods for seeking maxima.” Oper. Res., 6(2), 244–251.
Çalamak, M., and Bozkus, Z. (2012). “Protective measures against waterhammer in run-of-river hydropower plants.” Teknik Dergi, 23, 6187–6202.
Centre d’expertise hydrique, Government of Quebec. (2002). “Dam Safety Act.” 〈http://www.cehq.gouv.qc.ca/loisreglements/barrages/index-en.htm〉 (Jul. 2013).
Chouinard, L., Foltz, S., Robichaud, J., and Wittebolle, R. (2008). Condition assessment methodology of spillway gate, U.S. Army Corps of Engineers, Washington, DC.
Ebeling, C. E. (1997). An introduction to reliability and maintainability engineering, McGraw-Hill, New York.
Estes, A., and Foltz, S. (2006). “Two alternative system reliability approaches to the serviceability condition assessment of spillway gate systems on dams.” Structures Congress 2006, ASCE, Reston, VA, 1–11.
FEMA. (2010). “Guidelines for evaluation of water control gates.” ASCE, Reston, VA.
Griffiths, D., and Higham, D. (2010). Numerical methods for ordinary differential equations, Springer, London.
Hontelez, J., Burger, H., and Wijnmalen, D. (1996). “Optimum condition-based maintenance policies for deteriorating systems with partial information.” Reliab. Eng. Syst. Safety, 51(3), 267–274.
Kalantarnia, M., Chouinard, L., and Flotz, S. (2013). “Effect of inspection and testing strategies on the reliability of spillway gate systems.” Canadian Dam Association Conf., CDA, Montreal.
Kalantarnia, M., Chouinard, L., and Foltz, S. (2014). “Application of dormant reliability analysis to spillways.” J. Infrastruct. Syst., 04013003.
Kancev, D., and Cepin, M. (2011). “The price of risk reduction: Optimization of test and maintenance integrating risk and cost.” Nucl. Eng. Des., 241(4), 1119–1125.
Kochanek, K., Strupczewski, W., and Bogdanowicz, E. (2012). “On seasonal aproach to flood frequency modelling. Part II: Flood frequency analysis of Polish rivers.” Hydrol. Processes, 26(5), 717–730.
Mitchel, M. (1999). An introduction to genetic algorithms, MIT Press, Cambridge, MA.
Ng, S., and Moses, F. (1998). “Bridge deterioration modelling using Semi-Markov theory.” Structural safety and reliability, N. Shiraishi, M. Shinozuka, and Y. K. Wen, eds., Balkema, Rotterdam, Netherlands, 113–120.
Poppov, A. (2005). Genetic algorithms for optimization, Programs for MATLAB, Hamburg.
Putcha, C., and Patev, R. (2000). “Investigation of risk assessment methodology for dam gates and associated operating equipment.”, U.S. Army Corps of Engineers, Washington, DC.
Tao, D., Nguyen, V., and Bourque, A. (2002). “On selection of probability distributions for representing extreme precipitations in southern Quebec.” Annual Conf. of the Canadian Society for Civil Engineering, Canadian Society of Civil Engineers, West Montréal, QC, Canada.
USACE (U.S. Army Corps of Engineers). (2001). “Reliability analysis of navigation lock and dam mechanical and electrical equipment.” Washington, DC.
USSD (U.S. Society on Dams). (2002). “Improving the reliability of spillway gates.” Denver.
Vaurio, J. (1995). “Optimization of test and maintenance intervals based on risk and cost.” Reliab. Eng. Syst. Saf., 49(1), 23–36.
White, R. (1970). A survey of random methods for parameter optimization, Dept. of Electrical Engineering, Technological Univ., Eindhoven, Netherlands.
Yeniay, O. (2005). “A comparative study on optimization methods for the constraint nonlinear programming problems.” Math. Prob. Eng., 2005(2), 165–173.

Information & Authors

Information

Published In

Go to Journal of Infrastructure Systems
Journal of Infrastructure Systems
Volume 22Issue 1March 2016

History

Received: Dec 11, 2013
Accepted: Apr 10, 2015
Published online: Jul 8, 2015
Discussion open until: Dec 8, 2015
Published in print: Mar 1, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Maryam Kalantarnia [email protected]
McGill Univ., Montreal, QC, Canada H3A 0G4 (corresponding author). E-mail: [email protected]
Luc Chouinard
Professor, McGill Univ., Montreal, QC, Canada H3A 0G4.
Stuart Foltz
ERDC_CERL, U.S Army Corps of Engineers, Chicago, IL 61826.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share