1978
DOI: 10.1287/opre.26.4.538
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Optimal Design of Regional Wastewater Systems: A Fixed-Charge Network Flow Model

Abstract: A regional wastewater quality management system was modeled as a fixed-charge network flow problem. The model included alternative trunk-line connections, methods of treatment, and variation in system boundaries. The paper describes the model, development of the input data, the network flow analysis method, simplifications, and results. Particular emphasis is put on modification and simplification of the basic fixed-charge model to produce a fixed-charge network flow model of tractable size.

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Cited by 41 publications
(4 citation statements)
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“…Daskin [11] provides in‐depth coverage of the area and an extensive list of application papers is available in Eiselt et al [12]. Network design applications arise in telecommunications [14, 27], including related location problems [15], regional wastewater system design [21], and electrical smartgrid data network design, including equipment placement, described in Barr et al [9].…”
Section: Problem Definition and Backgroundmentioning
confidence: 99%
“…Daskin [11] provides in‐depth coverage of the area and an extensive list of application papers is available in Eiselt et al [12]. Network design applications arise in telecommunications [14, 27], including related location problems [15], regional wastewater system design [21], and electrical smartgrid data network design, including equipment placement, described in Barr et al [9].…”
Section: Problem Definition and Backgroundmentioning
confidence: 99%
“…Especially, in [2], a siting model is introduced in order to locate waste water treatment facilities, and the concave cost of a treatment plant is approximated by a fixed-charge cost and one straight-line segment. Similarly, in [3], the regional waste water system is modeled as a fixed-charge network flow problem where the concave cost functions are practically linearized by using piecewise linearization. Estimating the system load in terms of population units at some target year in the future, the authors solve the linearized model for a specific region.…”
Section: Introductionmentioning
confidence: 99%
“…Many mathematical models have been developed to obtain least-costly designs for regional wastewater treatment systems [e.g., Converse, 1972;Joeres et al, 1974;Rossman and Liebman, 1974;Whitlatch and ReVelle, 1976;Chiang and Lauria, 1977;Rossman, 1978;Jarvis et al, 1978]. A method which places more emphasis on generating alternative plans, rather than obtaining an 'optimal' plan, has also been presented [Brill and Nakamura, 1978].…”
Section: Introductionmentioning
confidence: 99%