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References (20)
-
B. Murtagh, M. Saunders (1977)
MINOS. A Large-Scale Nonlinear Programming System (For Problems With Linear Constraints). User's Guide. -
Smith Smith (1968)
Cost of conventional and advanced treatment of wastewaterJ. Water Pollut. Control Fed., 40
-
S. Rinaldi, R. Soncini-Sessa, P. Romano (1979)
Parameter Estimation of Streeter-Phelps ModelsJournal of the Environmental Engineering Division, 105
-
M. Beck (1981)
Operational Water Quality Management: Beyond Planning and Design -
D. Tyteca, Y. Smeers, E. Nyns, L. Erickson (1977)
Mathematical modeling and economic optimization of wastewater treatment plantsCritical Reviews in Environmental Science and Technology, 8
-
D. Tyteca (1981)
Nonlinear Programming Model of Wastewater Treatment PlantJournal of the Environmental Engineering Division, 107
-
D. Tyteca, Y. Smeers (1981)
Non-linear Programming Design of Wastewater-treatment Plant, 107
-
B. Murtagh, M. Saunders (1978)
Large-scale linearly constrained optimizationMathematical Programming, 14
-
J. Ecker (1975)
A Geometric Programming Model for Optimal Allocation of Stream Dissolved OxygenManagement Science, 21
-
J. Ecker, J. McNamara (1971)
Geometric Programing and the Preliminary Design of Industrial Waste Treatment PlantsWater Resources Research, 7
-
R. Thomann (1972)
Systems analysis and water quality management -
Tyteca Tyteca, Smeers Smeers, Nyns Nyns (1977)
Mathematical modeling and economic optimization of wastewater treatment plantsCRC Crit. Rev. Environ. Control, 8
-
Jacques Abadie (1978)
The GRG Method for Nonlinear Programming -
A. Fiacco, A. Ghaemi (1982)
Sensitivity Analysis of a Nonlinear Water Pollution Control Model Using an Upper Hudson River Data BaseOper. Res., 30
-
L. Lasdon, A. Waren (1978)
Generalized Reduced Gradient Software for Linearly and Nonlinearly Constrained Problems -
R. Deininger (1965)
Water quality management : the planning of economically optimal pollution control systems -
M. Beck (1980)
Real-Time Water Quality Management Proceedings of a Task Force -
Y. Smeers, D. Tyteca (1984)
A Geometric Programming Model for the Optimal Design of Wastewater Treatment PlantsOper. Res., 32
-
Robert Davis, R. Steinberg, L. Hetling, N. Matalas (1968)
The Range of Choice in Water Management: A Study of Dissolved Oxygen in the Potomac Estuary -
A. Fiacco, A. Ghaemi (1979)
Optimal Treatment Levels of a Stream Pollution Abatement System under Three Environmental Control Policies. Part I. Solution and Analysis of Convex Equivalents of Ecker's GP Models using SUMT.
- Publisher
- Wiley
- Copyright
- Copyright © 1983 by the American Geophysical Union.
- ISSN
- 0043-1397
- eISSN
- 1944-7973
- DOI
- 10.1029/WR019i006p01481
- Publisher site
- See Article on Publisher Site
Abstract
An extension of the classical river quality management problem is presented that allows for time varying operation of the treatment plants. The hydrology of the river is represented by a set of steady state flow regimes; a river water quality model is used for each of these regimes to give a constraint set to be imposed on the discharges in order to achieve the stream standards during that regime. The objective function distinguishes between investment costs, fixed operating costs, and variable operating costs. A treatment system is sought that minimizes the sum of these costs, taking account of the possibility of operating the treatment system at various different levels during the year. The model is quantified and tested on an example.
Journal
Water Resources Research – Wiley
Published: Dec 1, 1983