Abstract
This is a discussion about constructing simulation models for complex water resources systems (WRS). They are based on the piecewise linear aggregates theory developed in the U.S.S.R. The method allows us to lay down general principles for the construction of such simulation models and automate water resources calculations. Water resources systems simulation models incorporate balance equations, describe water resources inputs into and outputs from sites and reservoirs, and algorithms for both reservoir control and water distribution at sites. Water reservoir control is based on rule curves. The aggregative approach is especially efficient in constructing such algorithms for coordinated control of reservoirs.
Similar content being viewed by others
References
Agasandyan, G. A., 1984,The Method of Rule Curve Construction of the Reservoirs Cascade, The Computer Center of Academy of Sciences of the U.S.S.R., Moscow (in Russian).
Buslenko, N. P., 1963, On complex system theory,Technicheskaya Kibernetica 5, 7–18 (in Russian).
Emelyanov, S. W.et al., 1988,Technology of System Modeling and Simulation, Mashinostroenie Moscow, Verlag-Technik, Berlin (in Russian and German).
Ermolov, A. N. and Menshikov, I. S., 1987, Centralize and decentralize operation of the reservoir cascade, inMathematical Models and Methods Applied in Large-Scale Water Plant, Nauka, Moscow, pp. 91–109 (in Russian).
Hashimoto, T., Stedinger, J. R., and Loucks, D. P., 1992, Reliability, resilience and vulnerability criteria for water resource system performance evaluation,Water Resour. Res. 18(4), 14–20.
Kalashnikov, V. V., 1982, Aggregative simulation systems and directed simulation experiments, inContribution in Discrete Simulation and Related Fields, North-Holland, Amsterdam, pp. 57–64.
Klemes, V., 1982, The essence of mathematical models of reservoir storage,Canad. J. Civil Eng. 4, 624–635.
Kritsky, S. N. and Menkel, M. F., 1952,Water Resource Calculations, Gidrometeoizdat, Leningrad (in Russian).
Loucks, D. P. and Sigvaldason, O.T., 1982, Multiply-reservoir operation in North America, in Z. Kaczmarek and J. Kindler (eds.),The Operation of Multiple Reservoir Systems, International Institute for Applied Systems Analysis, Laxenburg, Austria.
Loucks, D. P. and Salewicz, K. A., 1989, IRIS:An Interactive River System Simulation Program, General Introduction and Description 105 p.; User's Manual, Version 1.0.
Nemchinov, B. V. and Shnaidman, V. M., 1983, Aggregative model of regional water resource system, inTheory of Complex Systems and its Simulation Methods, Moscow, pp. 113–124 (in Russian).
Priazhynskaya, V. G., Rikun, A. D., Shnaidman, V. M.,et al., 1988,Mathematical Modeling in Water Resources Management, Nauka, Moscow (in Russian).
Resnikovsky, A. M. and Rubinstein, M. I., 1975,The Operation Dispatcher Rules of the Reservoir Regimes, Energoatomoizdat, Moscow (in Russian).
Revelle, C. S.et al., 1969, The linear decision rule in reservoir management and design,Water Resour. Res. 4, 767–777.
Shnaidman, V. M., 1989, Water resources calculations by means of an aggregative simulation model (as applied to the Terek river basin),Water Resources 2, 277–284 (translated into English from the Russian journalVodnye Resursy (1988)3, 124–131).
Shnaidman, V. M., 1990, Simulation modeling of water resource systems on the basis of aggregative method,Systems Analysis, Modeling, Simulation 5, 399–402.
Shnaidman, V. M., 1991, Simulation model for the reservoir cascade management for a river basin,Vodnye Resursy 3, 168–175 (in Russian).
Author information
Authors and Affiliations
Rights and permissions
About this article
Cite this article
Shnaydman, V.M. The application of the aggregative approach in simulation modeling of water resources systems. Water Resour Manage 6, 135–148 (1992). https://doi.org/10.1007/BF00872208
Received:
Revised:
Issue Date:
DOI: https://doi.org/10.1007/BF00872208