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Inexact quadratic joint-probabilistic programming for water quality management under uncertainty in the Xiangxi River, China

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Abstract

An inexact quadratic joint-probabilistic programming model for water quality management (IQJWQ) is developed and applied to supporting multiple-point-source waste reduction in the Xiangxi River, China. The IQJWQ is a hybrid of interval quadratic programming, joint probabilistic programming and multi-segment water quality simulation. It has advantages in reflecting uncertainties expressed as joint probabilities of system risk, probability distributions of water quality standards, interval parameters and nonlinearities in the objective function. An interactive and derivative algorithm is employed for solving the IQJWQ model. The results indicate that the Pingyikou chemical plant and Liucaopo chemical plant contribute more to pollution of the main stream in the Xiangxi River, which should be the prior plants to reduce the wastewater discharge and enhance the wastewater treatment efficiencies. Meanwhile, the environmental agencies should choose the joint probability carefully to balance the tradeoff between production development and pollution control. Compared with the conventional chance-constrained programming method, the IQJWQ exhibits an increased robustness in handling the overall system risk in the optimization process. Although this study is the first application of the IQJWQ to water quality management, the proposed methods in the IQJWQ can also be applicable to many other environmental management problems under uncertainty.

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Abbreviations

i :

The name of waste-water-discharge source

j :

The name of stream segment

k :

The period

n :

The river-way number, n = 1 for Gufu River n = 2 for the main river and n = 3 for the Gaolan River

f ± :

The net system benefit over the planning horizon (RMB¥)

q B :

The joint probability of violating constraints of water quality standard of BOD

q D :

The joint probability of violating constraints of water quality standard of DO

ϕB j :

The coefficients for the constraint equations of the maximum allowable BOD discharge for river segment j

ϕD j :

The coefficients for the constraint equations of the maximum allowable DO-deficit discharge for river segment j

δB ij :

The coefficients for the constraint equations of the maximum allowable BOD discharge of source i for river segment j

δD ij :

The coefficients for the constraint equations of the maximum allowable DO-deficit discharge of source i for river segment j

Q r :

The stream flow (103m3/day)

q Bnj :

The individual probability of violating constraint of maximum allowable BOD discharge for river segment j in the n river-way

q Dnj :

The individual probability of violating constraint of maximum allowable DO-deficit for river segment j in the n river-way

\( NB_{{_{ik} }}^{ \pm } \) :

The net benefit per unit product from source i (104RMB¥/unit product)

\( C_{{_{ik} }}^{ \pm } \) :

The BOD concentration of raw wastewater generated at source i in period k (kg/ton)

\( c_{{_{ik} }}^{ \pm } \) :

Treatment cost coefficients for source i during period k

\( d_{{_{ik} }}^{ \pm } \) :

Treatment cost coefficients for source i during period k

\( \eta_{ik}^{ \pm } \) :

BOD treatment efficiency at source i during period k

\( R_{Bnjk} \) :

The designated BOD concentration at the beginning of reach j during period k in the n river-way (g/ml)

R Dnjk :

Allowable DO deficit at the end of reach j during period k in the n river-way (g/ml)

\( R_{Bnjk}^{{q_{Bnj} }} \) :

The CDF values of stream water-quality standards BOD for river segment j during period k in the n river-way (g/ml)

\( R_{Dnjk}^{{q_{Dnj} }} \) :

The CDF values of stream water-quality standards DO deficit during period k in the n river-way (g/ml)

\( w_{{_{ik} }}^{ \pm } \) :

Random wastewater-discharge rate at source i in period k (ton/unit product)

\( S_{{_{ik} }}^{ \pm } \) :

BOD discharge allowance for source i during period k (kg/day)

\( X_{{_{ik} }}^{ \pm } \) :

Production level of source i during period k (unit product/day)

\( X_{{_{ik\hbox{Min} } }}^{ \pm } \) :

The minimum demand for product i during period k (unit product/day)

\( X_{{_{ik\hbox{Max} } }}^{ \pm } \) :

The maximum demands for product i during period k (unit product/day)

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Acknowledgments

This research was supported by the Major Science and Technology Program for Water Pollution Control and Treatment (2009ZX07104-004). We are deeply grateful to the reviewers for their insightful and careful suggestion, which has greatly helped to improve the quality of manuscript.

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Correspondence to Guo H. Huang.

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Hu, M., Huang, G.H., Sun, W. et al. Inexact quadratic joint-probabilistic programming for water quality management under uncertainty in the Xiangxi River, China. Stoch Environ Res Risk Assess 27, 1115–1132 (2013). https://doi.org/10.1007/s00477-012-0648-z

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