Cost-Benefit Analysis and Optimization of Semiconductor Processing Water Recycling Strategy

2011 ◽  
Vol 71-78 ◽  
pp. 2772-2777 ◽  
Author(s):  
Qi Pan ◽  
Feng Wang ◽  
Hai Zhen Yang

In this study, cost-benefit analyses based on life cycle assessment is applied to optimize the recycling of processing water for semiconductor factories. A representative 8-inch semiconductor wafer manufacturing plant is selected and seven existing or potential processing water-recycling sources were set, reverse osmosis (RO) reject, ultrafilter (UF) reject, multimedia filter (MMF), on-line analyzer drain, cation/anion (C/A) filter and merry-go-round (MGR) filter backwash water (including C/A sensor drain), wafer process organic drain and wafer process inorganic drain, marked as point 1 to 7, respectively. To sort the water-recycling sources in ascending order of the results of life cycle cost analyses, they were point 4, 5, point 2, 3, point 1, 7 and point 6, with life cycle the cost about 100,000$, 350,000$, 1000,000$ and 2000,000$, respectively. The order changed when they were sorted by their unit recycling-water costs; that was point 1, 2, point 5, point 3, 4 and point 7, with the unit recycling-water costs 0.2$/ton, 0.3$/ton, 0.4$/ton and 0.5$/ton, respectively. The analyses also evaluated the water recycling practice for various assumed unit tap water price. The optimal processing water recycling strategies based were proposed and corresponding optimal water-recycling rates were 24%, 64%, 81%, and 85% for water price 0.373$/ton, 0.578$/ton, 0.75$/ton and 0.945$/ton, respectively.

2017 ◽  
Vol 2017 ◽  
pp. 1-10 ◽  
Author(s):  
Jan Mikolaj ◽  
Lubos Remek ◽  
Marian Macula

The life cycle length of pavement with asphalt concrete material (ACM) surfacing is significantly influenced, in addition to transport loading and climatic conditions, by design method and rehabilitation timing. Appropriate overlay thickness calculation and estimation of optimal rehabilitation time are crucial to maximizing life cycle length and, concurrently, reducing road administration costs and road user costs. This article describes a comprehensive method of ACM rehabilitation design. For optimization of life cycle cost analysis (LCCA) based design, mathematical analytical solution in combination with experimental verification of physical, mechanical, and fatigue characteristics is utilized. Pavement performance, that is, functions mathematically describing pavement’s degradation characteristics of operational capability, is represented by longitudinal and transverse unevenness; these are used to describe relations between traffic loading and pavement’s bearing capacity on 1 : 1 scale. Optimizing of rehabilitation plan is carried out by making a cost benefit analysis (CBA) for several rehabilitation scenarios in which different rehabilitation timing produces different capital cost requirements and social benefits. Rehabilitation scenarios differ in technology, the design of which needs to be mathematically optimized, and timing of rehabilitation execution. This article includes a case study for the sake of illustration of practical results and verification of applicability of used methodology.


2018 ◽  
Vol 187 ◽  
pp. 751-762 ◽  
Author(s):  
Chor-Man Lam ◽  
Iris K.M. Yu ◽  
Francisco Medel ◽  
Daniel C.W. Tsang ◽  
Shu-Chien Hsu ◽  
...  

Energy ◽  
2019 ◽  
Vol 187 ◽  
pp. 115918 ◽  
Author(s):  
Yabo Wang ◽  
Shengchun Liu ◽  
Victor Nian ◽  
Xueqiang Li ◽  
Jun Yuan

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