Optimal planning and design of seawater RO brine outfalls under environmental uncertainty
Increasing demand for water in urban areas and agricultural zones in arid and semi-arid coastal regions has urged planners and regulators to look for alternative renewable water sources. Seawater reverse osmosis desalination plants have become an essential supply source for the production of freshwa...
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Published in | Desalination Vol. 333; no. 1; pp. 134 - 145 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
Amsterdam
Elsevier B.V
01.01.2014
Elsevier |
Subjects | |
Online Access | Get full text |
ISSN | 0011-9164 1873-4464 |
DOI | 10.1016/j.desal.2013.11.015 |
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Abstract | Increasing demand for water in urban areas and agricultural zones in arid and semi-arid coastal regions has urged planners and regulators to look for alternative renewable water sources. Seawater reverse osmosis desalination plants have become an essential supply source for the production of freshwater in such regions. However, disposal of hypersaline wastes from the plants in many of these regions has not been fully and properly addressed. A simulation–optimization approach is proposed to design a system for safe disposal of brine wastes. We use a hydrodynamic model to assess the initial dilution of hypersaline effluent discharged into coastal waters. A regression model is developed to relate the input and output parameters of the simulation model. We then formulate an optimization model to determine the design of a brine disposal system with multiport diffusers in which the regression model replaces the simulation model. The design parameters are the length, diameter and number of ports of the disposal system. Given the parameter uncertainty, a chance-constrained programming model is used. This simulation–optimization framework provides planners with effective tools that meet environmental permitting requirements and restrictions, while achieving cost savings and adequate hydrodynamic performance. A case study demonstrates the applicability of the proposed methodology.
•Simulation–optimization framework is presented for a SWRO outfall system design.•A regression model replaces a hydrodynamic model in an MILP formulation.•Design minimizes the cost and is subject to the imposed environmental constraints.•Chance-constrained programming is used to model the stochastic variables. |
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AbstractList | Increasing demand for water in urban areas and agricultural zones in arid and semi-arid coastal regions has urged planners and regulators to look for alternative renewable water sources. Seawater reverse osmosis desalination plants have become an essential supply source for the production of freshwater in such regions. However, disposal of hypersaline wastes from the plants in many of these regions has not been fully and properly addressed. A simulation-optimization approach is proposed to design a system for safe disposal of brine wastes. We use a hydrodynamic model to assess the initial dilution of hypersaline effluent discharged into coastal waters. A regression model is developed to relate the input and output parameters of the simulation model. We then formulate an optimization model to determine the design of a brine disposal system with multiport diffusers in which the regression model replaces the simulation model. The design parameters are the length, diameter and number of ports of the disposal system. Given the parameter uncertainty, a chance-constrained programming model is used. This simulation-optimization framework provides planners with effective tools that meet environmental permitting requirements and restrictions, while achieving cost savings and adequate hydrodynamic performance. A case study demonstrates the applicability of the proposed methodology. Increasing demand for water in urban areas and agricultural zones in arid and semi-arid coastal regions has urged planners and regulators to look for alternative renewable water sources. Seawater reverse osmosis desalination plants have become an essential supply source for the production of freshwater in such regions. However, disposal of hypersaline wastes from the plants in many of these regions has not been fully and properly addressed. A simulation–optimization approach is proposed to design a system for safe disposal of brine wastes. We use a hydrodynamic model to assess the initial dilution of hypersaline effluent discharged into coastal waters. A regression model is developed to relate the input and output parameters of the simulation model. We then formulate an optimization model to determine the design of a brine disposal system with multiport diffusers in which the regression model replaces the simulation model. The design parameters are the length, diameter and number of ports of the disposal system. Given the parameter uncertainty, a chance-constrained programming model is used. This simulation–optimization framework provides planners with effective tools that meet environmental permitting requirements and restrictions, while achieving cost savings and adequate hydrodynamic performance. A case study demonstrates the applicability of the proposed methodology. •Simulation–optimization framework is presented for a SWRO outfall system design.•A regression model replaces a hydrodynamic model in an MILP formulation.•Design minimizes the cost and is subject to the imposed environmental constraints.•Chance-constrained programming is used to model the stochastic variables. |
Author | Rosso, Diego Yeh, William W.-G. Maalouf, Sami |
Author_xml | – sequence: 1 givenname: Sami surname: Maalouf fullname: Maalouf, Sami organization: Department of Civil and Environmental Engineering, University of California, Los Angeles, CA 90095-1593, USA – sequence: 2 givenname: Diego surname: Rosso fullname: Rosso, Diego organization: Department of Civil and Environmental Engineering, University of California, Irvine, CA 92697-2175, USA – sequence: 3 givenname: William W.-G. surname: Yeh fullname: Yeh, William W.-G. email: williamy@seas.ucla.edu organization: Department of Civil and Environmental Engineering, University of California, Los Angeles, CA 90095-1593, USA |
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Keywords | Coastal pollution Mixed-integer linear programming (MILP) Optimization Marine outfall Chance-constrained programming (CCP) RO brine Uncertainty Urban area Modeling Coastal zone Design Membrane separation Pollution Semi arid zone Production Mathematical programming Seawater Desalination plant Brine Hydrodynamics Linear programming Mixed integer programming Dilution Regression model Hydrodynamic model Reverse osmosis Planning |
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SubjectTerms | Applied sciences Chance-constrained programming (CCP) Chemical engineering Coastal pollution Computer simulation Design engineering Drinking water and swimming-pool water. Desalination Exact sciences and technology Fluid flow Hydrodynamics Hydrodynamics of contact apparatus Marine outfall Mathematical models Membrane separation (reverse osmosis, dialysis...) Mixed-integer linear programming (MILP) Natural water pollution Optimization Pollution Regression RO brine Salt water Sea water Seawaters, estuaries Water treatment and pollution |
Title | Optimal planning and design of seawater RO brine outfalls under environmental uncertainty |
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