Optimal Hedging and Carryover Storage Value
Author:
Affiliation:
1. Senior Engineer, Bay Delta Office, Dept. of Water Resources, Sacramento, CA 95814.
2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis Davis, CA 95616.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Management, Monitoring, Policy and Law,Water Science and Technology,Geography, Planning and Development,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9496%282004%29130%3A1%2883%29
Reference19 articles.
1. Effects of hedging on reservoir performance
2. Bower B. T. Hufschmidt M. M. and Reedy W. W. (1962). “Operating procedures: Their role in the design of water-resource systems by simulation analyses.” Design of water resources systems A. Maass M. M. Hufschmidt R. Dorfman H. A. Thomas Jr. S. A. Marglin and G. M. Fair eds. Harvard University Press Cambridge Mass.
3. Draper A. J. (2001). “Implicit stochastic optimization with limited foresight for reservoir systems.” PhD dissertation Dept. of Civil and Environmental Engineering Univ. of California Davis Calif.
4. Optimal management of a multireservoir water supply system
5. Reliability, resiliency, and vulnerability criteria for water resource system performance evaluation
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