Retrofit of water network with optimization of existing regeneration units

Grassroots synthesis of a maximum water recovery network based on pinch analysis has been rather well-established. In contrast, less work has been done on water network retrofit, particularly those involving the optimization of regeneration units. Optimization of the regeneration units provides room...

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Main Authors: Tan, Yin Ling, Manan, Zainuddin Abdul
Format: Article
Published: American Chemical Society 2006
Online Access:http://eprints.utm.my/9036/
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author Tan, Yin Ling
Manan, Zainuddin Abdul
author_facet Tan, Yin Ling
Manan, Zainuddin Abdul
author_sort Tan, Yin Ling
building UTeM Institutional Repository
collection Online Access
description Grassroots synthesis of a maximum water recovery network based on pinch analysis has been rather well-established. In contrast, less work has been done on water network retrofit, particularly those involving the optimization of regeneration units. Optimization of the regeneration units provides room for further utility savings and avoids the installation of new regeneration units. This paper presents a new systematic methodology for water network retrofit involving the optimization of existing regeneration units. The procedure begins with setting the minimum utility targets for a water network, and application of some process changes heuristics to choose the best optimization scheme for existing regeneration units. Next, utility savings and capital investment targets were established for the chosen optimization scheme. The existing water network was finally retrofitted to realize the economic targets.
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institution Universiti Teknologi Malaysia
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spelling utm-90362018-03-07T21:06:17Z http://eprints.utm.my/9036/ Retrofit of water network with optimization of existing regeneration units Tan, Yin Ling Manan, Zainuddin Abdul Grassroots synthesis of a maximum water recovery network based on pinch analysis has been rather well-established. In contrast, less work has been done on water network retrofit, particularly those involving the optimization of regeneration units. Optimization of the regeneration units provides room for further utility savings and avoids the installation of new regeneration units. This paper presents a new systematic methodology for water network retrofit involving the optimization of existing regeneration units. The procedure begins with setting the minimum utility targets for a water network, and application of some process changes heuristics to choose the best optimization scheme for existing regeneration units. Next, utility savings and capital investment targets were established for the chosen optimization scheme. The existing water network was finally retrofitted to realize the economic targets. American Chemical Society 2006 Article PeerReviewed Tan, Yin Ling and Manan, Zainuddin Abdul (2006) Retrofit of water network with optimization of existing regeneration units. Industrial and Engineering Chemistry Research, 45 (22). pp. 7592-7602. ISSN 0888-5885 http://dx.doi.org/10.1021/ie060629w 10.1021/ie060629w
spellingShingle Tan, Yin Ling
Manan, Zainuddin Abdul
Retrofit of water network with optimization of existing regeneration units
title Retrofit of water network with optimization of existing regeneration units
title_full Retrofit of water network with optimization of existing regeneration units
title_fullStr Retrofit of water network with optimization of existing regeneration units
title_full_unstemmed Retrofit of water network with optimization of existing regeneration units
title_short Retrofit of water network with optimization of existing regeneration units
title_sort retrofit of water network with optimization of existing regeneration units
url http://eprints.utm.my/9036/
http://eprints.utm.my/9036/
http://eprints.utm.my/9036/