Technical Papers
Apr 3, 2012

Reservoir Operation for Simultaneously Meeting Water Demand and Sediment Flushing: Stochastic Dynamic Programming Approach with Two Uncertainties

Publication: Journal of Water Resources Planning and Management
Volume 139, Issue 3

Abstract

River bed materials are commonly removed and conveyed downstream. In this process, some sediments are deposited in reservoirs, causing a decrease in reservoir active storage capacity and thus its ability to meet water demand. Flushing is a sediment-release method operated from the bottom outlet gates that releases stored water to flush sediments. As a result, water shortages may occur after the flushing operation. Thus, it is important to develop a reservoir operation policy for time and volume release of sediment that meets water demand. Uncertainties in water and sediment inflows to the reservoir are also important issues that add to the complexity of such policies. This paper presents a stochastic dynamic programming (SDP) model with two uncertainties to determine the simultaneous optimal operation policies for meeting water demand and sediment flushing. To evaluate the capability of the SDP model with two uncertainties, four other operation policies are developed, and all five scenarios are evaluated by using various performance indices in the Sefidroud reservoir of northern Iran. All scenarios are designed with different rules and priorities of water and sediment release. The best performance indices are those resulting from the optimization scenario that considers both inflow and sediment uncertainties.

Get full access to this article

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

References

Atkinson, E. (1996). “The feasibility of flushing sediment from reservoirs.” Special Program for Research and Training in Tropical Diseases Project R5839, Hydraulic Research Wallingford, United Kingdom.
Bras, R. L., Buchanan, R., and Curry, K. C. (1983). “Real time adaptive closed loop control of reservoirs with the High Aswan Dam as a case study.” Water Resour. Res., 19(1), 33–52.
Bell, H. S. (1942). Stratified flow in reservoirs and its use in preventing of silting, No. 491, United States Dept. of Agriculture, Washington, DC, 46–47.
Bozorg Haddad, O., Afshar, A., and Mariño, M. A. (2008). “Honey-bee mating optimization (HBMO) algorithm in deriving optimal operation rules for reservoirs.” J. Hydroinf., 10(3), 257–264.
Cervellera, C., Chen, V. C. P., and Wen, A. (2006). “Optimization of a large scale water reservoir network by stochastic dynamic programming with efficient state space discretization.” Eur. J. Oper. Res., 171(3), 1139–1151.
Chang, F. J., Lai, J. S., and Kao, L. S. (2003). “Optimization of operation rule curves and flushing schedule in reservoir.” Hydrol. Processes, 17(8), 1623–1640.
Faber, B. A., and Stedinger, J. R. (2001). “Reservoir optimization using sampling SDP with ensemble streamflow prediction (ESP) forecasts.” J. Hydrol., 249(1–4), 113–133.
Fan, J., and Jiang, R. (1980). “On methods for the desiltation of reservoirs.” Int. Seminar of Experts on Reservoir Desiltation, Tunis, Tunisia, 17–18.
Fan, J., and Morris, G. L. (1992). “Reservoir sedimentation. I: Delta and density current deposits.” J. Hydraul. Eng., 118(3), 354–369.
Ganji, A., Khalili, D., and Karamouz, M. (2007). “Development of stochastic dynamic Nash game model for reservoir operation. I: The symmetric stochastic model with perfect information.” Adv. Water Resour., 30(3), 528–542.
Hashimoto, T., Stedinger, J. R., and Loucks, D. P. (1982). “Reliability, resiliency and vulnerability criteria for water resource system performance evaluation.” Water Resour. Res., 18(1), 14–20.
Hejazi, M. I., and Cai, X. (2011). “Building more realistic reservoir optimization models using data mining—A case study of Shelbyville Reservoir.” Adv. Water Resour., 34(6), 701–711.
Hotchkiss, R. H. (1989). “Reservoir sedimentation and sediment sluicing: Experimental and numerical analysis.” Ph.D. thesis, University of Minnesota, Minneapolis, MN.
International Research and Training Center on Erosion and Sedimentation (IRTCES). (1985). “Lecture notes of the training course on reservoir sedimentation.” Tsinghua University, Beijing.
Karamouz, M., and Vasiliadis, H. (1992). “Bayesian stochastic optimization of reservoir operation using uncertain forecast.” Water Resour. Res., 28(5), 1221–1232.
Kawashima, S., Johndrow, T. B., Annandale, G. W., and Shah, F. (2003). Reservoir conservation, Vol. II: Rescon model and user manual, The World Bank, Washington, DC.
Lai, J. S., and Shen, H. W. (1996). “Flushing sediment through reservoirs.” J. Hydraul. Eng., 34(2), 237–255.
Loucks, D. P., and van Beek, E. (2005). “Water resource systems planning and management: An introduction to methods, models and applications.” Studies and reports in hydrology, United Nations Educational, Scientific and Cultural Organization, Paris.
Lubow, B. (1994). Stochastic dynamic programming (SDP) user’s guide version 1.07, Colorado Cooperative Fish and Wildlife Research, Unit Colorado State Univ., Fort Collins, CO, 1–3.
Mariño, M. A., and Loaiciga, H. A. (1985). “Dynamic model for multireservoir operation.” Water Resour. Res., 21(5), 619–630.
Matalas, N. C., and Fiering, M. B. (1977). Water resources systems planning in climate, climate change, and water supply, National Academy of Sciences, Washington, DC.
McMahon, T. A., Adebayo, J. A., and Zhou, S. L. (2006). “Understanding performance measures of reservoirs.” J. Hydrol., 324(1–4), 359–382.
Moeini, R., Afshar, A., and Afshar, M. H. (2011). “Fuzzy rule-based model for hydropower reservoirs operation.” Int. J. Electr. Power Energy Syst. Eng., 33(2), 171–178.
Mousavi, S. J., Mahdizadeh, K., and Afshar, A. (2004). “A stochastic dynamic programming model with fuzzy storage states for reservoir operation.” Adv. Water Resour., 27(11), 1105–1110.
Papoulis, A. (1984). Probability, random variables, and stochastic processes, Chapter 15, 2nd Ed., McGraw-Hill, New York, 515–553.
Simonovic, S. P. (2009). Managing water resources: Methods and tools for a systems approach, United Nations Educational, Scientific and Cultural Organization, Paris.
Stedinger, J. R., Sule, B. F., and Loucks, D. P. (1984). “Stochastic dynamic programming models for reservoir operation optimization.” Water Resour. Res., 20(11), 1499–1505.
Tilmant, A., Faouzi, E. H., and Vanclooster, M. (2002). “Optimal operation of multipurpose reservoir stochastic dynamic programming.” Appl. Soft Comput., 2(1), 61–74.
Tolouie, E., West, J. R., and Billam, J. (1991). “Sedimentation and desiltation in the Sefid-Rud reservoir.” British Geomorphological Research Group Meeting on Geomorphology and Sediment of Lake and Reservoir, St. Andrews University, St. Andrews, UK.
Wang, Z., and Hu, C. (2009). “Strategies for managing reservoir sedimentation.” Int. J. Sediment Res., 24(4), 369–384.
White, W. R., and Bettess, R. (1984). “The feasibility of flushing sediments through reservoirs.” Challenges in African Hydrology and Water Resources, Proc., Harare Symp., D. E. Walling, S. S. D. Foster, and P. Wurzel, eds., International Association of Hydrological Sciences, 144, 577–587.
Yeh, W. W. G. (1985). “Reservoir management and operations models: A state-of-the-art review.” Water Resour. Res., 21(12), 1797–1818.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 139Issue 3May 2013
Pages: 277 - 289

History

Received: Apr 8, 2011
Accepted: Mar 30, 2012
Published online: Apr 3, 2012
Published in print: May 1, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

Ashkan Shokri [email protected]
Dept. of Irrigation and Reclamation, Faculty of Agricultural Engineering and Technology, College of Agriculture and Natural Resources, Univ. of Tehran, Karaj, Tehran 31587-77871, Iran. E-mail: [email protected]
Omid Bozorg Haddad [email protected]
Associate Professor, Dept. of Irrigation and Reclamation, Faculty of Agricultural Engineering and Technology, College of Agriculture and Natural Resources, Univ. of Tehran, Karaj, Tehran 31587-77871, Iran (corresponding author). E-mail: [email protected]
Miguel A. Mariño [email protected]
Dist.M.ASCE
Distinguished Professor Emeritus, Dept. of Land, Air and Water Resources, Dept. of Civil and Environmental Engineering, and Dept. of Biological and Agricultural Engineering, Univ. of California, Davis, 139 Veihmeyer Hall, Davis, CA 95616-8628. E-mail: [email protected]

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