Maximizing Total Site Water Reuse via a Two-Way Centralized Water Header

被引:8
作者
Fadzil, Ahmad Fikri Ahmad [1 ,2 ]
Alwi, Sharifah Rafidah Wan [1 ,2 ]
Manan, Zainuddin Abdul [1 ,2 ]
Klemes, Jiri Jaromir [3 ]
机构
[1] Univ Teknol Malaysia, Res Inst Sustainable Environm, Proc Syst Engn Ctr PROSPECT, Johor Baharu 81310, Malaysia
[2] Univ Teknol Malaysia, Fac Chem & Energy Engn, Dept Chem Engn, Johor Baharu 81310, Malaysia
[3] Brno Univ Technol, Fac Mech Engn, NETME Ctr, Sustainable Proc Integrat Lab,Tech 2896 2, Brno 61669, Czech Republic
关键词
Process integration; Pinch analysis; Water minimization; Total site centralized water integration; Interplant water integration; Two-way water header; RATE TARGETING ALGORITHM; ECO-INDUSTRIAL PARKS; FLOW-RATE; SIMULTANEOUS ENERGY; INTEGRATION SCHEME; TREATMENT SYSTEMS; CASCADE ANALYSIS; MINIMIZATION; NETWORKS; DESIGN;
D O I
10.1021/acssuschemeng.7b04050
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
Water is widely used in industry for processes such as washing, stripping, extraction, heating and cooling. Water minimization has become an urgent need in industry due to the scarcity of quality water, stricter environmental regulations, rising price of freshwater as well as the cost of wastewater treatment. In some countries and regions, water is more important than energy. Even though there have been numerous research works on Total Site Water Integration, the methodologies may still need further development from aspects of practical implementation. Superstructures considering all possibilities of water exchange among sources and demands in industrial sites typically result in complex industrial water networks that may be practically very challenging to implement due to plant layout and economic constraints as well as coordination issues. Total Site Centralized Water Integration is developed to address these issues through the use of a centralized water reuse header. In this paper, a U-shaped, two-way centralized water reuse header is designed to improve the Total Site water exchange. As compared to a one-way centralized water reuse header the minimum freshwater requirement for the two-way centralized water reuse header further reduces fresh water requirement from 51.8% to 56.2% and wastewater generation, from 51.5% to 55.9%. The two-way header also reduces the payback period from 5 to 4.7 y.
引用
收藏
页码:2563 / 2573
页数:11
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