2012
DOI: 10.1007/s12205-012-0919-8
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Application of stochastic optimization algorithm for waste load allocation in the Nakdong River basin, Korea

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Cited by 7 publications
(5 citation statements)
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“…where the solution is constrained by and must adhere to quality targets [17,42,91]). The mathematical programming techniques applied in this research include linear programming [80,103,178,197], nonlinear programming [17,91,121,150,155,206], dynamic programming [138,174,241], stochastic programming [33,42,70,99,128,139,141,187,207,208,224,225,240], and quadratic programming [86,113].…”
Section: Water Qualitymentioning
confidence: 99%
See 1 more Smart Citation
“…where the solution is constrained by and must adhere to quality targets [17,42,91]). The mathematical programming techniques applied in this research include linear programming [80,103,178,197], nonlinear programming [17,91,121,150,155,206], dynamic programming [138,174,241], stochastic programming [33,42,70,99,128,139,141,187,207,208,224,225,240], and quadratic programming [86,113].…”
Section: Water Qualitymentioning
confidence: 99%
“…Marinoni et al [140] propose a framework for planning major investment decisions and apply this to the case of a water quality enhancement program in a river catchment in Brisbane, Australia. Compromise programming is first used to score the options [42,87,118,121,126,132,139,150,174,176,208,213,224] Storm water [17] Wastewater [1,33,65,80,86,98,106,113,129,139,141,169,187,197,206,219,238] Water allocation [172,230,233] Water trading [224] Water treatment [33,206] Wetlands [39,207,225] for pollution reduction at various sites and the optimal investment problem is then formulated as a multicriteria knapsack problem. In some cases, legislation needs to be considered alongside other management strategies.…”
Section: Water Qualitymentioning
confidence: 99%
“…Associated with the technical and economic approach, Burn and Yulianti (2001), Cho, Seok Sung and Ryong Ha (2004), Aras, Togan and Berkun (2007) and Han et al (2012) works considered watercourses self-purification capacities in effluent allocation problems, using water quality simulation models and optimization techniques. In this type of problem, objective functions usually consist of minimizing costs and water quality degradation, in order to determine the removal level required for each effluent source to maintain or reach satisfactory water quality, in economically feasible and efficient conditions.…”
Section: Introductionmentioning
confidence: 99%
“…A large number of research studies have examined TEC in the Taihu Basin. Generally, water quality in either all river segments or several cross-sections of the river networks were identified as the control factors for TEC [8][9][10]. However, the control based on all river segments was fairly strict and the implementation was quite difficult.…”
Section: Introductionmentioning
confidence: 99%