2007
DOI: 10.1016/j.dss.2006.08.001
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Linking analytic hierarchy process and social choice methods to support group decision-making in water management

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Cited by 180 publications
(102 citation statements)
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“…In the water resources area, the technique has been used for optimal choice of sewerage treatment process for a high capacity but limited area site in Hong Kong (Tang and Ellis, 1991), catchment management (de Steiguer et al, 2003;Heathcote, 1998) and has been used in conjunction with other methods such as social choice theory (Srdjevic, 2007). However, Triantaphyllou (2001) reports some inconsistent behaviour in additive version of AHP.…”
Section: Analytic Hierarchy Process (Ahp)mentioning
confidence: 99%
“…In the water resources area, the technique has been used for optimal choice of sewerage treatment process for a high capacity but limited area site in Hong Kong (Tang and Ellis, 1991), catchment management (de Steiguer et al, 2003;Heathcote, 1998) and has been used in conjunction with other methods such as social choice theory (Srdjevic, 2007). However, Triantaphyllou (2001) reports some inconsistent behaviour in additive version of AHP.…”
Section: Analytic Hierarchy Process (Ahp)mentioning
confidence: 99%
“…In most water resources planning and management problems, however, the number of decision-makers is likely to be larger resulting in an heterogenous group in which a consensus on a weight vector will not easily emerge. In that case, one option might be to construct a separate hierarchy of the decision-makers but this issue is still under discussion in the literature (Srdjevic, 2007;Ramanathan, 2001;Honert and Lootsma, 1996). …”
Section: Flexible Constraint Satisfaction Problemsmentioning
confidence: 99%
“…In SDP release decisions are made to maximize (minimize) current benefits (costs) plus the expected benefits (costs) from future operation, which are represented by the recursively calculated cost-to-go function F * . In reservoir operation studies, the most common state variables are the volume of water in the reservoirs and a description of current hydrologic conditions (Tejada-Guibert et al, 1995). Let n be the number of stages remaining until the end of the planning horizon, r t be the release during period t, a t the inflow during period t, s t the storage at the beginning of time period t, E the expectation operator, α the discount factor, and g t the system operational benefit during period t.…”
Section: Reservoir Operation Optimizationmentioning
confidence: 99%
“…Use is made of a specific scale for these comparisons in terms of preference or importance. We use here the scale developed by Saaty [24], with the possibility of including intermediate numerical (decimal) values in the scale to model hesitation between two adjacent judgments [27].…”
Section: Ahp Basicsmentioning
confidence: 99%