تجزیه و تحلیل هزینه برای حذف VOCS از آب با استفاده از NSGA-II
|کد مقاله||سال انتشار||مقاله انگلیسی||ترجمه فارسی||تعداد کلمات|
|23389||2011||8 صفحه PDF||سفارش دهید||5402 کلمه|
Publisher : Elsevier - Science Direct (الزویر - ساینس دایرکت)
Journal : Desalination, Volume 274, Issues 1–3, 1 July 2011, Pages 212–219
The single-objective optimization study by Satyanarayana and Bhattacharya (2003)  on removal of volatile organics from aqueous solution by single stage pervaporation without recycling has been extended by treating it as a multi-objective optimization problem. The various costs of the process namely-initial capital cost, feed pumping cost, vacuum and condensation cost and membrane replacement cost constitute the objective functions. The present work attempts to explore the pervaporation process economics by employing artificial intelligence method of non-dominated sorting genetic algorithm-II (NSGA-II). The cost of feed pumping offers significant trade-off with the costs of initial capital or vacuum and condensation. Although to a lesser extent, the trade-offs are also available between the costs of initial capital and vacuum and condensation. The results from this study clearly establish that the major costs for removal of volatile organics from water are feed pumping, initial capital, and vacuum and condensation.
Volatile organic compounds (VOCs) like aldehydes, ketones and hydrocarbons, which exhibit a vapor pressure of about 1 mm of Hg at 25 °C, can cause global warming, leukemia and respiratory problems. Huge expenses are incurred globally for waste water treatment. Removal of VOCs from waste water is the main and costly process in the waste water treatment. A number of technologies , , ,  and  have been tried with an objective to reduce the cost of this process. Each method has shown its advantages and disadvantages  and there remains a definite need for a cost-effective removal of VOCs from waste water. To achieve this object, we have tried to analyze the cost of removal of VOCs from water by using an advanced separation process like pervaporation in this study. Pervaporation is a membrane based separation process in which feed solution is brought in contact with one side of the membrane and permeate is removed from the other side of the membrane by applying a pressure lower than the saturation vapor pressures of the components. Pervaporation is not only a cleaning technology but also a clean technology, with added advantage of lesser treatment cost for separation of multi-component VOCs compared to that of a binary mixture . Some of the reported works on removal of VOCs from water explored new membrane materials and surface modifications of membranes , module designs , hybridizations  and concentration polarization . A comprehensive review on removal of VOCs by pervaporation process is done by Peng et al. . However, not much work has been reported on optimization and cost analysis. Therefore, the main objective of the present study was to perform a thorough cost analysis on removal of VOCs from multi-component aqueous solutions using multi-objective optimization. Earlier a pervaporation model was developed for separation of VOCs from waste water and the optimum process conditions were determined for separation of a binary mixture . The same model was extended  for multi-component aqueous solutions and the minimization of treatment cost for removal of toluene from a four component aqueous mixture was studied. Carrying out a single objective optimization of the treatment cost by assigning fixed unit prices (preferences or weighting factors)  to various costs that contribute to it would restrict the applicability of solution to a specific case. In addition, any set of unit prices assigned to various costs might miss some of the solutions especially when non-convexity of the problem gives rise to duality gap ,  and . Further, the e-constraint method has the disadvantage that the solution obtained is specific to the objective function chosen and the limits set to the constraints that are obtained by converting the remaining objectives of the problem. Hence one may solve the problem as multi-objective optimization . However, a multi-objective optimization problem is often set up when the objectives are not easily comparable or non-commensurate. An excellent review by Bhaskar et al.  presents several of multi-objective optimization problems set up in the past in core chemical engineering. Several advantages are offered by the NSGA-II algorithm . Therefore, in the present study the NSGA-II algorithm is employed for cost analysis. The previously available process and cost models useful for study are outlined in Appendix 1 and Appendix 2 respectively . Treatment cost is mainly composed of the costs of: 1. capital depreciation; 2. maintenance and labor; 3. membrane replacement; and 4. energy. Further, it is clear from the cost model that the energy cost consists of vacuum and condensation cost and feed pumping cost. Prima facie it appears that the initial capital cost and energy costs can be further split in to different costs and a multi-objective optimization of higher dimension can be carried out. But to reduce the complexity of the problem and to make it a physically meaningful and comprehensive analysis, the four major costs (initial capital cost, membrane replacement cost, vacuum and condensation cost, and feed pumping cost) have been chosen for minimization. For example, capital depreciation cost and maintenance and labor costs can be merged in to one single cost for following reasons. The trade-offs available for other costs are not so attractive when these two are considered as independent costs. The cost model shows fixed percentages (weighting factors) were given to above two costs based on the initial capital investment. Another example is the vacuum and condensation and the feed pumping costs are shown as two different objectives. Here it may appear that these two costs can be merged and taken as a single cost. But it would be more meaningful to treat them as different costs as both of them have emerged as significant costs of same order. In addition, these four costs are conflicting in decision variable space. In other words, the cardinality of the Pareto optimal set is not one, which is the fundamental requirement to arrive at the non-dominated optimal solution set of the multi-objective optimization problem . Hence, the objective of the present study is to carry out the multi-objective optimization or vector optimization for removal of VOCs from waste water by pervaporation while taking initial capital cost, membrane replacement cost, vacuum and condensation cost and feed pumping cost as objectives.
نتیجه گیری انگلیسی
A four objective optimization problem of removal of VOCs from waste water by pervaporation is set up and Pareto solutions are obtained using evolutionary algorithm of NSGA-II. NSGA-II algorithm has found a better minimum of treatment cost at a Reynolds number of 48.1. This decision variable set (q = 2.77 × 10− 3 m3/s; Re = 48.1; l = 8.95 × 10− 6 m; p = 0.733 kPa; xTol = 2.54 × 10− 6; xTCE = 8.92 × 10− 6; xMC = 5.75 × 10− 4) is recommended by the authors for the design and operation of the pervaporation process in general. However one can choose a solution of his choice based on one's intuition. The study demonstrates that the maximum of membrane replacement cost is at least one order less than the maximum of all other costs. All the decision variables except volumetric flow rate of the feed are found to be important decision variables. The results of the study are independent of geographical location.