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污水土地处理的数值模拟
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摘要
本文通过与常规污水生化处理方法的对比,认为土地处理系统是一种低投资、低能耗、高效率的自然净化技术。针对目前土地处理系统设计和运行中的主观性和盲目性,提出了利用数值模拟技术实现较短时间内确定土地处理系统的适宜工艺参数,从而提高其处理效率,有效推动这一污水生态处理技术在我国的推广应用。并探讨了数值模型在土地处理系统的具体应用,为污水土地处理的数值模拟提供参考。
     本文运用数值方法首先就弥散系数、吸附系数和降解系数这三个重要的溶质运移参数的变化对污水处理效果的影响进行了敏感性分析,讨论了污水处理效果对设计参数的依赖性;接着通过机械组成和室内人工快渗土柱实验,确定了COD运移的主要参数值,将实测数据与模拟结果比较,进行了土地处理系统数值模拟的可行性分析;最后将数值模拟应用到目前土地处理系统中应用最广的两种类型:人工快渗、人工湿地的处理过程中,其中针对人工快渗系统,模拟分析了快渗池的面积、厚度、水力负荷和水力负荷周期的变化对处理效果的影响,在此基础上确定了不同处理量不同处理要求条件下人工快渗系统的适宜设计参数值。而针对人工湿地,模拟分析了湿地的面积、厚度、植被(主要考虑植被的根深)、水力负荷和有机负荷的变化对处理效果的影响,确定了面积最小、水力负荷最大条件下的750m~3/d人工湿地系统的适宜设计参数值。通过上述应用,对通过数值技术模拟污水土地处理系统系统,进而设计污水土地处理参数和控制污水土地处理过程控制做了定量探讨和分析。
Compared with the normal wastewater biochemical treatment, wastewater land treatment thinks to be a natural purification technology of low investment, low energy consumption and high efficiency. Aiming at the subjectivity in the wastewater land treatment' s design and operation, it is advised to apply the numerical simulation technology to the wastewater land treatment, to determine the appropriate process parameters in a little time. It will provide scientific basis for improving treatment efficiency and ensuring a long-term operation effect. The practical application of the numerical simulation technology in wastewater land treatment has been discussed. This will offer important reference to the application of numerical simulation technology in wastewater land treatment.
     Getting to know the dependence of wastewater treat effect on design and operation parameters, it has been firstly studied on the sensitivity analysis on relationship between treatment effect and three important solute transport parameters, such as dispersion coefficient, adsorption coefficient and degradation coefficient. Secondly, by mechanical composition and artificial rapid infiltration soil columns experiment in laboratory, the primary COD transport parameters are confirmed. Then it has been compared between experiment observation and simulation results. So the feasibility is studied of numerical simulation technology' s application in wastewater land treatment. Finally, the numerical simulation technology has been used into the most popular two types of land treatment, such as: artificial rapid infiltration land treatment system and artificial wetland land treatment system. According to the artificial rapid infiltration land treatment system, the relationship between treatment effect and the pool' s area and thickness, hydraulic load, hydraulic loading cycle are researched. On this basis, the appropriate design and operation permanents of the artificial rapid infiltration land treatment system are supplied on the condition of different treatment capacity and treatment demands. According to the artificial wetland land treatment system, the relationship between treatment effect and the wetland area and thickness, plant root length, organic load, hydraulic load are researched. On this basis, the appropriate design and operation parameters of the artificial wetland land treatment system are supplied on the condition of the 750m~3/d treatment capacity, smallest wetland area, highest hydraulic load and different treatment demands. Quantitative inquiry and analysis have been studied on simulating wastewater land treatment system by numerical technology, and then designing system parameters and controlling treatment process.
引文
[1]何雨薇,邢会歌.我国城市水污染现状及其对策[J].水利科技与经济,2006,12(1):44-45.
    [2]段永红,李曦,杨名远.我国城市污水处理市场化问题探讨[J].中国农村水利水电,2003,(4):11.
    [3]Berendse J Berendse F.Organic matter accumulation and nitrogen mineralization during secondary succession in heathland ecosystems.Journal of Ecology,1990,78(2):413-427.
    [4]高廷耀,顾国维.水污染控制工程下册(第二版)[M],高等教育出版社,2002:221.
    [5]张青.UASB-磁化.生物复合系统处理生活污水试验研究[博士学位论文].武汉:武汉大学,
    [6]张金柄。污水处理人工快速渗滤系统研究[博士学位论文].北京:中国地质大学.2002..
    [7]李慧,王俊岭.污水的土地处理特性分析[J].北方环境.2004,29(5):36-38.
    [8]卢学强,唐运平,陈堂功.污水土地处理工程工艺规划软件开发[J].城市环境与城市生态,1999,12(5):43-44.
    [9]Scanduraje,Sobseym D.Viral and bacterial contamination of groundwater from on-site sewage treatment systems[J].Water Science and Technology,1997,35(11/12):141-146.
    [10]Jamesa,Lagro JR.Designing without nature:unsewered residential development in rural Wisconsin[J].Landseape and Urban Planning.1996.35:1-9.
    [11]Pellm,Nybergf.Infiltration of wastewater in a newly started pilot sand filter system:I.Reduction of organic matter and phosphorus[J].Environ.Qual.,1989,18:452-457.
    [12]OuazzanI N,Bousselhajk,Abbasy.Reuse of wastewater treatment by infiltration percolation[J].Water Science and Technology,1996,33(10/11):401-408.
    [13]党酉胜,黄钟,张伯呜等.污水土地处理的研究现状及其发展趋势[J].陕西环境,2002,9(5):17-19.
    [14]郭伟,李培军.污水快速渗滤土地处理研究进展[J].环境污染治理技术与设备,2004,5(8):1-7.
    [15]孔刚,许昭恰,李华伟等.地下土壤渗滤法净化生活污水研究进展[J].土壤,2005,37(3):251-257.
    [16]Bouwerh,etal.High-rate land treatment:Ⅱ Water quality and economic aspects of the Flushing Mead Projects[J].WPCF.1985,46(4):987-993.
    [17]于颖多.毛管逆滤渗污水处理系统原理研究及其室内实验验证[硕士学位论文].北京:中国农业大学,2004.
    [18]何江涛,钟佐巢,汤呜皋等.污水土地处理技术与污水资源化[J].地学前缘,2001,8(1):155-162.
    [19]崔理华.朱夕珍,李国学等.北京西郊城市污水人工快滤处理与利用系统[J].中国环境科学,2000,20(1):45-48.
    [20]孙铁珩,杨翠芬,赵学群.城市污水土地处理适宜性评价系统[J].中国环境科学,1998,18(6):506-509.
    [21]高拯民,李宪法.城市污水土地处理与利用设计手册[M].北京:中国标准出版社,1991.
    [22]张金炳,汤鸣皋,陈鸿汉等.人工快渗系统处理洗浴污水的试验研究[J].岩石矿物学杂志,2001,20(4):539-543.
    [23]齐明亮,王有乐,敬宪科等.土地快速渗滤系统的水力负荷研究[J].甘肃环境研究与监测,1999,12(4):169-172.
    [24]Sun T H,H E Yw,Ouzq,Li P J,Chang S J,Qi B,Ma X J,Qi E S,Zhang H R,Ren L P,Yang G ETreatment of domestic wastewater by an underground capillary seepage system[J].Ecological Engineering,1998,11:111-119.
    [25]张建,黄霞,刘超翔等.地下渗滤处理村镇生活污水的中试[J].环境科学,2002,23(6):57-61.
    [26]孙铁珩,李宪法.城市污水自然生态处理与资源化利用技术[M].北京:化学工业出版社,2005.146.
    [27]曾扬,阮晓红,孙敏.土地处理技术在污水资源化处理中的应用分析[J].陕西环境,2002,9(6):19-22.
    [28]曾杨,安贞煌.土地处理技术在污水资源化中的应用[J].环境污染治理技术.2003,4(9):77-80.
    [29]孙铁珩,李宪法.城市污水自然生态处理与资源化利用技术[M].北京:化学工业出版社,2005:43-44.
    [30]刘真,章北平.人工湿地污水处理系统的分析与优化[J].华中科技大学学报(城市科学版),2003,20(4):64-67.
    [31]黄玮,汪翔.浅议城市污水资源化生态工程中的土地处理系统[J].水电站设计,2004,20(1):81-83.
    [32]唐受印,戴友芝,汪大翠等.废水处理工程(第二版)[M].北京:化学工业出版社,2004:355.
    [33]成徐洲,吴天宝,陈天柱等.土壤渗滤处理技术研究现状与进展[J].环境科学研究,1999,12(4):34-36.
    [34]钱文敏,陆轶峰,普红平,张斌.分散生活污水的土地处理探悉[J].云南环境科学,2005,24(4):40-43.
    [35]王季震,乔鹏帅,鲁智礼.污水土地处理技术中几种处理工艺的分析[J].北京工商大学学报(自然科学版),2006,24(2):13-16.
    [36]Bouwer.H.Role of groundwater in treatment and storage of wastewater for reuse.Water Sci.Technol,1991,24:295-302.
    [37]黄楚豫,段振渤.污水土地快速渗滤处理的应用前景[J].环境污染与防治,1993,5(1):21-25.
    [38]孙铁珩,李宪法.城市污水自然生态处理与资源化利用技术[M].北京:化学工业出版社,2005:53,65,68.
    [39]李培军,孙铁珩,周玉文等.快速渗滤生态工程冬季运热平衡研究及其在系统设计中的应用[J].应用生态学报,1993,4(2):182-186.
    [40]孙铁珩,周启星,张凯松.污水生态处理技术体系及应用[J].水资源保护,2002,(3):6-13.
    [41]孙铁珩,杨翠芬,赵学群.城市污水土地处理适宜性评价系统[J].中国环境科学,1998,18(6):506-509.
    [42]P.伦斯,G.泽曼,G.莱廷格.分散式污水处理和再利用-概念、系统和实施[M].北京:化学工业出版社,2004:195.
    [43]杨翠芬.中国北方地区污水土地处理适宜性研究[博士学位论文].沈阳:中国科学院沈阳应用生态研究所,1997.
    [44]北京水环境技术与设备研究院,北京市环境部保护科学研究院,国家城市环境污染控制工程技术研究中心.三废处理工程技术手册-废水卷[M].北京:化学工业出版社,1999.
    [45]高拯民,李宪法.城市污水土地处理利用设计手册[M].北京:中国标准出版社,1990.
    [46]国家环境保护局科技标准司,城市污水土地处理技术指南[M].中国环境科学出版社,1997.
    [47]Cooper P E,Green B.Wetland treatment in the United Kingdom in Constructed wetlands for wastewater treatment in Europe[M].Eds Vymazal J,Brix H,Cooper PE,Green M B and Haberl R.Backhuys Publishers,Leiden,The Netherlands,1998:317-332.
    [48]孙铁珩,李宪法.城市污水自然生态处理与资源化利用技术[M].北京:化学工业出版社,2005:72.
    [49]T Yamaguchi,P Moldrup,S.Yokosy.Using Breakthrough Curves for Parameter Estimation in the Convection Dispersion Model of Solute Transport[J].S.S.S.A.J.,1989,(53):1634-1641.
    [50]E Bresler,Anaor.Estimating Transport Parameters in Soil by a Maximum Likelihood Approach[J].Soil.Sci.Soc.Am.J.,1987,(51):870-875.
    [51]Laryean,Elriek,Robin.Hydrodynamic dispersion involving adsorption during unsurated transient water flow in soil[J].Soil.Sci.Soe.Am,1982,(46):667-672.
    [52]Mansell,Selim.Simulation cation transport during unsaturated water flow in sandy soil[J].Soil.Sci.,1990,150(4):730-7441.
    [53]叶自桐.利用盐分迁移函数模型研究入渗条件下土层的水盐动态[J].水利学报,1990,27,(2):1-8.
    [54]李培军,高拯民.污水土地处理系统中硼的分布与输送模型[J].环境科学学 报,1991,11(4):405-410.
    [55]刘洪发,李绍民,都基众.污水土地处理系统中氮迁移转化数学模拟[J].辽宁地质,1992,(3):272-279.
    [56]杨大文,杨诗秀,朱忠林.农药在土壤中迁移及其影响因素的初步研究[J].土壤学报,1992,29(4):383-391.
    [57]王福利.降雨淋洗条件下溶质在土壤中运移的初步研究[J].土壤学报,1992,29(4):451-457.
    [58]黄元仿,李韵珠,陆锦文.田间条件下土壤氮素运移的模拟模型Ⅱ田间检验与应用[J].水利学报,1996,(6):15-23.
    [59]黄元仿,李韵珠,陆锦文。田间条件下土壤氮素运移的模拟模型Ⅰ[J].水利学报,1996,(6):9-14.
    [60]冯绍元,张瑜芳,沈荣开.排水条件下饱和土壤中氮肥转化与运移问题[J].水利学报,1995,(6):16-30.
    [61]冯绍元,张瑜芳,沈荣开.非饱和土壤中氮素运移与转化试验及其数值模型[J].水利学报,1996,(8):8-15.
    [62]张瑜芳,张蔚榛,沈荣开等.排水农田中氮素转化运移和流失[M].武汉:中国地质大学出版社,1997,20-28.
    [63]杨翠芬,孙铁珩,李培军.城市污水土地处理专家系统研究[J].应用生态学报,1998,9(5):520-524.
    [64]Mitsch W J.Ecological models for management of fresh water wetlands[M]//Jorgensen S E,Mitsch W J.Application of ecological modeling in environmental management.Amsterdam:Elsevier,1983,Part B:282-310.
    [65]刘佳,张奇,高海鹰.模拟降解去除人工湿地营养物[J].环境污染与防治,2006,28(9):698-702.
    [66]J.Simunek,M.Sejna,and M.Th.van Genuchten.The Hydrus-2D Software Package for Simulating the Two-Dimensional Movement of Water,Heat,and Multiple Solutes in Variably-Saturated Media.http://www.ars.usda.gov.1999.
    [67]孟江丽.水盐和排水系统的模拟研究[硕士学位论文].乌鲁木齐:新疆农业大学,2004.
    [68]许迪,蔡林根.冬小麦-夏玉米种植模式下的农田水量平衡模拟及入渗补给规律分析[J].水利学报,1997,(12):64-78.
    [69]张建君.滴灌施肥灌溉土壤水氮分布规律的试验研究及数学模拟[硕士学位论文].北京:中国农业科学院研究生院农业气象研究所.2002.
    [70]毛萌,任理.农田尺度降雨入渗-重分布条件下阿特拉津在非饱和土壤中淋溶风险的评价[J].土壤学报,2005,42(2):177-186.
    [71]毕经伟,张佳宝,陈效民等.应用HYDRUS-1D模型模拟农田土壤水渗漏及硝态氮淋失特征[J].农村生态环境,2004,20(2):28-32.
    [72]李景印,高太忠,郭玉凤.磁河有机污染物在饱和土壤中迁移转化试验研究[J].环境科学研究,2002,15(3):49-52.
    [73]廖新悌,骆世明,吴银宝等.人工湿地处理废水有机物动态模型研究[J].工业用水与废水,2004,35(4):23-26.
    [74]李洪,黄国强,李鑫钢.自然条件下土壤不饱和区中水含量分布模拟[J].农业环境科学学报,2004,23(6):1232-1234.

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