1980
DOI: 10.1016/0098-1354(80)85005-8
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Optimal water allocation in a petroleum refinery

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Cited by 312 publications
(240 citation statements)
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“…The seminal paper in this area was by Takama et al (1980), who solved the problem of optimal water allocation in a petroleum refinery. They generated a superstructure allowing for all water reuse and regeneration possibilities, and then mathematically optimized it.…”
Section: Introductionmentioning
confidence: 99%
See 1 more Smart Citation
“…The seminal paper in this area was by Takama et al (1980), who solved the problem of optimal water allocation in a petroleum refinery. They generated a superstructure allowing for all water reuse and regeneration possibilities, and then mathematically optimized it.…”
Section: Introductionmentioning
confidence: 99%
“…In this paper, we generalize the synthesis problem by proposing a superstructure, similar to that by Takama et al (1980), for the design of integrated water systems that combines the water using and water treating units in a single network. The superstructure, which incorporates all the feasible design alternatives for water treatment, reuse and recycle, is initially formulated as an NLP problem.…”
Section: Introductionmentioning
confidence: 99%
“…A common practice is to fix the outlet concentrations at the maximum values [210,211]. The third technique is sequential optimization, originally presented by Takama [212]. Some of the sequential optimization approach methods include: a relaxed NLP model [213], dividing and sequentially reducing concentration intervals for WUN [214], an MILP-LP technique for TWN [215], and an LP-NLP approach for the WWTN [216].…”
Section: Process Synthesismentioning
confidence: 99%
“…In this context, several techniques for targeting the minimum wastewater discharge [4][5][6][7][8][9][10] and the minimum regeneration cost [11][12][13][14][15] have been proposed; these targeting techniques are very useful to identify targets before the design. In addition, in order to solve problems with multiple pollutants and to get optimal solutions with the corresponding design, some techniques for synthesizing water networks based on mathematical programming models have been reported [16][17][18][19][20][21][22][23][24][25][26]. Moreover, there have been reported several methodologies for synthesizing batch water networks based on the composition of the streams (see for example, Refs.…”
Section: Introductionmentioning
confidence: 99%