|
|
|
| An inexact two-stage stochastic programming model for optimization of sewage treatment technology |
| WANG Jian, FU Zheng-hui, GUO Huai-cheng |
| College of Environmental Science and Engineering, Peking University, Beijing 100871, China |
|
|
|
|
Abstract In order to solve the existing problems about one-sidedness, subjectivity and uncertainty in optimization methods of sewage technology, this study maximized the benefits of the environment and society, and developed an inexact two-stage stochastic programming model to choose the optimized treatment technology and to calculate their capacities for the increased regional sewage. After the model was applied in Dianchi-Panlongjiang watershed, the results indicated that the combination of sewage treatment technology was the best choice comparing with choosing one specific technology. Anaerobic-Anoxic-Oxic(A2/O) had obvious advantages in a large scale due to the low cost of operation and investment. Meanwhile,Intermittent Cycle Extended Aeration(ICEAS) was more suitable to be applied in small emission areas, and it had a deeper removal efficiency of pollutant than A2/O and oxidation ditch(OD).
|
|
Received: 22 April 2016
|
|
|
|
|
|
| [1] |
环保部.中国环境状况公报[R]. 2014.
|
| [2] |
杨勇,王玉明,王琪,等.我国城镇污水处理厂建设及运行现状分析[J]. 给水排水, 2011,37(8):35-39.
|
| [3] |
於方,牛坤玉,曹东,等.基于成本核算的城镇污水处理收费标准设计研究[J]. 中国环境科学, 2011,31(9):1578-1584.
|
| [4] |
刘杰,郑西来,高超,等.城镇污水处理厂用地,运行及建设费用研究[J]. 环境工程学报, 2010,(11):2522-2526.
|
| [5] |
Chen H W, Chang N B. A comparative analysis of methods to represent uncertainty in estimating the cost of constructing wastewater treatment plants[J]. Journal of Environmental Management, 2002,65(4):383-409.
|
| [6] |
李凡修,梅平,陈武.多元集对模型在污水处理厂改造决策中应用[J]. 环境科学与技术, 2004,27(6):92-94.
|
| [7] |
郭劲松,杨渊,方芳.西部小城镇污水处理技术评价指标体系研究[J]. 重庆大学学报:社会科学版, 2005,11(2):14-17.
|
| [8] |
王佰伟,曹升乐.工业废水治理效果多目标评价方法研究[J]. 山东大学学报(工学版), 2007,3:016.
|
| [9] |
Tsai J C C, Chen V C P, Beck M B, et al. Stochastic dynamic programming formulation for a wastewater treatment decision- making framework[J]. Annals of Operations Research, 2004, 132(1-4):207-221.
|
| [10] |
林玉鹏,曾光明.考虑不确定性因素影响的城市污水处理厂优化设计模型研(I)[J]. 湖南大学学报:自然科学版, 2000,27(4):94- 100.
|
| [11] |
徐恭贤,韩雪.非线性污水处理过程的多目标优化[J]. 化工学报, 2013,64(10):3665-3672.
|
| [12] |
Rivas A, Irizar I, Ayesa E. Model-based optimization of wastewater treatment plants design[J]. Environmental Modelling & Software, 2008,23(4):435-450.
|
| [13] |
邹锐,郭怀成,刘磊.洱海流域环境经济相协调的农林土地利用不确定性系统规划[J]. 环境科学学报, 1999,19(2):186- 193.
|
| [14] |
Huang G H. IPWM:an interval parameter water quality management model[J]. Engineering Optimization, 1996,26(2):79-103.
|
| [15] |
孙迎雪,吴光学,胡洪营,等.昆明市污水处理厂进水水质特征分析[J]. 环境科学与技术, 2013,36(7):147-152.
|
| [16] |
邱令冰.昆明市城市污水处理厂现状调查和分析[J]. 云南环境科学, 2006,25(B06):36-38.
|
| [17] |
孙迎雪,吴光学,胡洪营,等.基于达标保证率的昆明市污水处理厂出水水质评价[J]. 中国环境科学, 2013,33(6):1113-1119.
|
| [18] |
何静,陈锡康.水资源影子价格动态投入产出优化模型研究[J]. 系统工程理论与实践, 2005,25(5):49-54.
|
| [19] |
陈涣壮.污水处理厂投资及运营研究[D]. 湖南大学, 2004.
|
| [20] |
谭雪,石磊,马中,等.基于污水处理厂运营成本的污水处理费制度分析——基于全国227个污水处理厂样本估算[J]. 中国环境科学, 2015,35(12):3833-3840.
|
| [21] |
蒋勇,阜葳,毛联华,等.城市污水处理厂运行能耗影响因素分析[J]. 北京交通大学学报:自然科学版, 2014,38(1):33-37.
|
| [22] |
陈宏儒.城市污水处理厂能耗评价及节能途径研究[J]. 西安:西安建筑科技大学, 2009.
|
| [23] |
成官文,朱宗强,徐子涵,等.广西城镇污水处理厂建设和运行的现状分析[J]. 环境工程学报, 2013,7(7):2579-2586.
|
| [24] |
梁东花.基于网络分析法的云南省小城镇污水处理工艺的评价研究[D]. 昆明:昆明理工大学, 2014.
|
| [25] |
张扬,李子富,宋英豪,等.改进Orbal氧化沟工艺污水处理厂脱氮效果研究[J]. 中国环境科学, 2012,32(8):1461-1466.
|
| [26] |
王颖懿.改进ICEAS工艺在污水处理中的应用[D]. 上海:华东理工大学, 2014.
|
| [27] |
马鲁铭,王云龙,刘志刚,等.南方农村生活污水处理目标及工艺模式探讨[J]. 中国环境科学, 2013,33(1):118-122.
|
| [28] |
侯亚辉.A~2/O、倒置A~2/O和前置缺氧A~2/O工艺处理城市污水比较研究[D]. 郑州:郑州大学, 2010.
|
| [29] |
曾薇,李磊,杨莹莹,等.A2O工艺处理生活污水短程硝化反硝化的研究[J]. 中国环境科学, 2010,30(5):625-632.
|
| [30] |
王西琴,高伟,张远.基于控制单元的农村生活污水处理优化模型[J]. 中国环境科学, 2015,35(9):2835-2842.
|
| [31] |
宋连朋,魏连雨,赵乐军,等.我国城镇污水处理厂建设运行现状及存在问题分析[J]. 给水排水, 2013,39(3):39-44.
|
| [32] |
张英民,卢文洲,王炜,等.农村生活污水处理工程技术方案优选研究[J]. 中国环境科学, 2013,33(S1):210-214.
|
|
|
|
