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Long term scheduling technique for wastewater minimisation in multipurpose batch processes

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dc.contributor.author Nonyane, DR
dc.contributor.author Thokozani, M
dc.date.accessioned 2012-11-02T07:19:35Z
dc.date.available 2012-11-02T07:19:35Z
dc.date.issued 2012-05
dc.identifier.citation Nonyane, DR and Thokozani, M. 2012. Long term scheduling technique for wastewater minimisation in multipurpose batch processes. Applied Mathematical Modelling, vol. 36(5), pp 2142-2168 en_US
dc.identifier.issn 0307-904X
dc.identifier.uri http://www.sciencedirect.com/science/article/pii/S0307904X11005075
dc.identifier.uri http://hdl.handle.net/10204/6275
dc.description Copyright: 2012 Elsevier. This is the post-print version of the item. The definitive version is published in Applied Mathematical Modelling, vol. 36(5), pp 2142-2168 en_US
dc.description.abstract Most of the methodologies published in literature on wastewater minimisation for batch processes are based on short term scheduling techniques. When these methods are applied to longer time horizons, the computational time becomes intractable, hence the focus of this paper. This paper presents a methodology for simultaneous optimisation of production schedule and wastewater minimisation in a multipurpose batch facility. The key feature of the presented methodology is the adaption of cyclic scheduling concepts to wastewater minimisation. The methodology is developed based on continuous-time formulation and the state sequence network (SSN) representation. The methodology is successfully applied to two common literature examples and an industrial case study to demonstrate its effectiveness. None of the currently published wastewater minimisation techniques could solve the case study for a time horizon of 168 h. However, through the application of the presented methodology, a time horizon of 168 h for the case study was reduced to eight cycles with the cycle length of 23 h, for which the CPU time for the optimum cycle is 64.53 s. en_US
dc.language.iso en en_US
dc.publisher Elsevier en_US
dc.relation.ispartofseries Workflow;7717
dc.subject Multipurpose batch processes en_US
dc.subject Wastewater minimisation en_US
dc.subject Production schedule optimisation en_US
dc.title Long term scheduling technique for wastewater minimisation in multipurpose batch processes en_US
dc.type Article en_US
dc.identifier.apacitation Nonyane, D., & Thokozani, M. (2012). Long term scheduling technique for wastewater minimisation in multipurpose batch processes. http://hdl.handle.net/10204/6275 en_ZA
dc.identifier.chicagocitation Nonyane, DR, and M Thokozani "Long term scheduling technique for wastewater minimisation in multipurpose batch processes." (2012) http://hdl.handle.net/10204/6275 en_ZA
dc.identifier.vancouvercitation Nonyane D, Thokozani M. Long term scheduling technique for wastewater minimisation in multipurpose batch processes. 2012; http://hdl.handle.net/10204/6275. en_ZA
dc.identifier.ris TY - Article AU - Nonyane, DR AU - Thokozani, M AB - Most of the methodologies published in literature on wastewater minimisation for batch processes are based on short term scheduling techniques. When these methods are applied to longer time horizons, the computational time becomes intractable, hence the focus of this paper. This paper presents a methodology for simultaneous optimisation of production schedule and wastewater minimisation in a multipurpose batch facility. The key feature of the presented methodology is the adaption of cyclic scheduling concepts to wastewater minimisation. The methodology is developed based on continuous-time formulation and the state sequence network (SSN) representation. The methodology is successfully applied to two common literature examples and an industrial case study to demonstrate its effectiveness. None of the currently published wastewater minimisation techniques could solve the case study for a time horizon of 168 h. However, through the application of the presented methodology, a time horizon of 168 h for the case study was reduced to eight cycles with the cycle length of 23 h, for which the CPU time for the optimum cycle is 64.53 s. DA - 2012-05 DB - ResearchSpace DP - CSIR KW - Multipurpose batch processes KW - Wastewater minimisation KW - Production schedule optimisation LK - https://researchspace.csir.co.za PY - 2012 SM - 0307-904X T1 - Long term scheduling technique for wastewater minimisation in multipurpose batch processes TI - Long term scheduling technique for wastewater minimisation in multipurpose batch processes UR - http://hdl.handle.net/10204/6275 ER - en_ZA


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