1998
DOI: 10.1029/98wr00258
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Optimal conjunctive‐use operations and plans

Abstract: Abstract. Heuristic or intuitive rules based on experience may not be efficient when applied to the management of water supply systems that contain both surface and subsurface storage. In particular, rules that assign subsurface storage the role of a backup to surface storage do not recognize the different capabilities of surface and subsurface storage. We demonstrate how to incorporate the different capabilities of surface and subsurface storage in appropriately cautious long-term control of conjunctive-use s… Show more

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Cited by 42 publications
(19 citation statements)
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References 35 publications
(60 reference statements)
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“…The techniques used include linear programming (LP) (Castle and Lindeborg 1960;Vedula and Roger 1981;Feinerman and Yaron 1983;Peralta et al 1995;Mantoglou 2003), non-linear programming (NLP) (Rydzewski and Rashid 1981;Takahashi and Peralta 1995;Montazar et al 2010;Shamir et al 1984;Mantoglou and Papantoniou 2008), dynamic programming (DP) (Burt 1970;Yakowitz 1982;Lee and Kitanidis 1991;Datta and Dhiman 1996;Philbrick and Kitanidis 1998;Shangguan et al 2002;Tran et al 2011), quadratic programming (QP) (Lefkoff and Gorelick 1986), and genetic algorithm (GA) (Holland 1975;Sharif and Wardlaw 2000;Maskey et al 2002;Wardlaw and Bhaktikul 2004;Haq et al 2008;Wu et al 2007;Liu et al 2008;Rana et al 2008;Safavi et al 2009). …”
Section: Optimization Modelingmentioning
confidence: 99%
“…The techniques used include linear programming (LP) (Castle and Lindeborg 1960;Vedula and Roger 1981;Feinerman and Yaron 1983;Peralta et al 1995;Mantoglou 2003), non-linear programming (NLP) (Rydzewski and Rashid 1981;Takahashi and Peralta 1995;Montazar et al 2010;Shamir et al 1984;Mantoglou and Papantoniou 2008), dynamic programming (DP) (Burt 1970;Yakowitz 1982;Lee and Kitanidis 1991;Datta and Dhiman 1996;Philbrick and Kitanidis 1998;Shangguan et al 2002;Tran et al 2011), quadratic programming (QP) (Lefkoff and Gorelick 1986), and genetic algorithm (GA) (Holland 1975;Sharif and Wardlaw 2000;Maskey et al 2002;Wardlaw and Bhaktikul 2004;Haq et al 2008;Wu et al 2007;Liu et al 2008;Rana et al 2008;Safavi et al 2009). …”
Section: Optimization Modelingmentioning
confidence: 99%
“…The DSS was constructed around the generalized river basin network flow model (MODSIM), to provide an open architecture allowing access to input and output databases, modification, and verification of the modeling process. Philbrick and Kitanidis (1998) demonstrated how to incorporate the different capabilities of surface and subsurface storage in appropriately cautious long-term control of conjunctive-use systems. They also demonstrated how these results may be used to evaluate the benefit of adding groundwater supplies to an existing surface water supply system.…”
Section: Introductionmentioning
confidence: 99%
“…Since water demand is continually increasing, water resources management faces a great challenge [18,27,33]. To deal with the problem of increasing water demand, the government has decided to construct reservoirs.…”
Section: Introductionmentioning
confidence: 99%