人工湿地系统净化餐饮废水的试验研究
详细信息    本馆镜像全文|  推荐本文 |  |   获取CNKI官网全文
摘要
垂直流人工湿地污水处理技术是一种简便有效的污水生态处理技术,已用于生活污水与工业废水的处理。本论文采用了生态组合工艺厌氧池+人工湿地+人工浮床对餐饮废水进行净化处理,实验中通过比较选择出了合适的人工湿地基质组合,考查了人工湿地植物生长情况及适应性能力,分析了人工湿地去除效果的影响因素。研究结果表明:
     由土壤与细沙、石英砂2中基质相互组合得出:土壤与细沙的湿地基质组合结构有利于污染物的去除,且土壤对N、P的吸附能力要高于细沙。
     从株高、叶片数和生物量长势来看,湿地植物水芹和雍菜生长均良好。水芹在2~3月长势最快,雍菜则在7月长势最好。水芹的耐水性比雍菜好,在根部全淹没时植物存活率比半淹没时要低。水芹比雍菜能耐高污染负荷,但总体耐污性不如雍菜稳定。水芹对磷吸收能力大于雍菜,对氮的吸收能力则小于雍菜。
     通过厌氧池可以降解餐饮废水有机大分子,减轻后续处理负担,在冬季COD和TP的平均去除率分为25%和33%。在春夏季COD和TP的平均去除率分别为39%和32.5%。系统中湿地的水力停留时间最佳为1d~1.5d,最佳水力负荷为0.15 m/d。pH值在7.0~7.7之间时氨氮、TP和COD去除率分别为90%、80%和85%。温度在25℃~35℃时氨氮、TP和COD去除效果最好,去除率分别为90%、80%和85%~90%。
     春夏季湿地处理污染的能力要高于冬季,但不如冬季的稳定。COD春夏季两级平均去除率是69.3%和49.6%,冬季两级平均去除率分别是54.1%和58.9%。NH4+-N春夏季两级平均去除率是84.8%和59.7%,冬季两级平均去除率是73.2%和71.4%。TP去除率波动范围广,春夏季两级在50%~95%之间,冬季两级在35%~70%之间。
     后续处理人工浮床可以进一步改善系统出水水质,对氨氮、TP和COD平均去除率分别为62.4%、56.2%和39.5%。
     餐饮废水经人工湿地系统处理后,最终出水水质达到了国家城镇污水处理厂排放标准(GB18918-2002)要求,生态组合工艺净化餐饮废水是可行的。
As a simple, effective, ecological treatment technology, the vertical flow constructed wetlands has been widely used in treatment of sewage and industrial wastewaters. The combined process (anaerobic tank + constructed wetland + artificial floating rafts) is set up to treat the restaurant wastewater.In the experiment, the best combined substrate subsurface of constructed wetland is chosen, the growth and adaptation of wetland plants are researched and the influencing factors of constructed wetland is analysed. The results show that:
     Combinations of soil and silver sand, soil and quartz sand are studied for treatment of restaurant wastewater. Soil with sand is helpful to elimination of pollutants and the soil is prior to sand in the adsorption of N, P.
     According to their leaf number and biomass, the plants grow well in wetland. The most growing speed of Oenanthe javanica is between February and March, as well as Ipomoea aquatica in July. The water tolerance ability of Oenanthe javanica is better than that of Ipomoea aquatica. The survival percentage is higher when the roots are in half submergence in water than fully submergence in water. The serious-pollution durability of Oenanthe javanica is better than Ipomoea aquatica, but not stable. Oenanthe javanica is greater than Ipomoea aquatica in the absorption capacity of the P, while it is less than Ipomoea aquatica in the absorption capacity of the N.
     In anaerobic tank, the recalcitrant pollutants in restaurant wastewater can be changed into small organic molecules, which is beneficial to the subsequent treatment. The average removal rate of COD and TP in anaerobic tank are 25% and 33% in winter respectively, as well as they are 39%and 32.5% in spring and summer respectively.
     In constructed wetland system, the best HRT of wetland is between 1d~1.5d, the best HLR is 0.15 m/d. When the pH is about 7.0~7.7, the average removal rate of NH4+-N, TP and COD are 90%, 80% and 85%, respectively. When the temperature is about 25℃~35℃, the average removal rate of NH4+-N, TP and COD is the highest, reaching 90%, 80% and 85%~90%, respectively. Ability of wetland process’treatment of pollutants varies with different seasons, it is higher in spring and summer than in winter, but it is’not stabler than in winter. The average removal rate of COD in the two-class wetlands(first-class and secondary-class) are 69.3% and 49.6% in spring and summer, they are 54.1% and 58.9% in winter. The average removal rate of NH4+-N in two-class wetlands are 84.8% and 59.7% in spring and summer, they are 73.2% and 71.4% in winter. The average removal rate of TP fluctuates seasonally, 50%~95% in summer and 35%~70% in winter.
     Artificial floating rafts is beneficial to improve the water quality of the system, and the average removal rate of NH4+-N, TP and COD are 62.4%,56.2% and 39.5%, respectively.
     After Combined process’s treatment, effluent quality of the restaurant wastewater can reach the requirement of Standards of discharge of municipal wastewater Quality(GB18918-2002).
引文
[1]王汉道.餐饮废水处理方法的现状与展望[J].四川环境,2004,23(2):14~16.
    [2]吕靖,李强,郑旭煦.餐饮废水处理技术研究进展.重庆工商大学学报(,2008,25(3):274~276.
    [3]江小林,刘平.餐饮含油废水处理的发展与展望.山西建筑,2008,34(31):182~183.
    [4]尹艳华,赵毅,王午军等.絮凝法处理餐饮废水[J].工业用水与废水,2002,33(4):46~47.
    [5]韩香石.餐饮业含油废水的处理方法[J].盐城工学院学报,2001,14(3):18~20.
    [6]江小林,应启明,陈威.餐厅污水快速预处理方法研究.给水排水,1999, 25(3):6~8.
    [7]曾胜,朱又春.混凝磁分离法处理厨房污水[J].中国给水排水,1999,17(7): 11~13.
    [8]XUEM,GUO H,PLLOCK Y.Separation of pollutants from restaurant waste water by electro coagulation [J].Separation and Purification Technology,2003(19): 65~76.
    [9]林美强,朱又春,李勇.微电解-电解法处理餐饮废水的研究[J].环境保护.2003(4): 16~19.
    [10]周旭.餐饮废水膜一生物反应器[J].膜科学与技术.2002,22(1): 36-38.
    [11]何毅,陈英文,胡水红等.膜一好氧组合工艺处理餐饮废水的研究[J].南京工业大学报,2002,24(1):90~93.
    [12]范立梅.餐饮废水生物处理实验[J].环境污染与防治.2000,22(2):18~20.
    [13]于金莲,SBR法处理餐饮废水的工艺实验研究[J].上海环境科学,1999,18(4):167~169.
    [15]刘志,康建雄,李道圣.餐饮废水的处理方法.科技资讯,2007,01:217~218.
    [16]夏汉平.人工湿地处理污水的机理与效率.生态学杂志[J],2002.21(4):51~59.
    [17] Kadlec H R,Knight R L.Treatment wetlands [J]. CRC Press,Boca Raton,Florida.USA 1996.
    [18] Hans Brix,Use of constructed wetland in water pollution control: historical development, present status and future perspectives [J],Wat. Sci. Tech.1994,30 (8):209~23.
    [19]梁继东,周启星,孙铁布.人工湿地污水处理系统研究及性能改进分析[J].生态学杂志,2003,22(2):49~55.
    [20]陈温真,叶纪良.深圳白泥坑、雁田人工湿地污水处理场.电力环境保护,1996,12(1):47~51.
    [21]SeideK..AbgauVanBacteriumcolidurchhoherewasserpflanzen.Naturwiss,1998,51:395~396.
    [22] Christoph platzet.Development of reed sed systems-a European perspetive in proceedings-conference on wetland systems for water pollution control. Florida USA,2000,11:16~18.
    [23]Joan ST,James J.S,Mark N. Managing vegetation in surface-flow wastewater-treatment Wetlands for optimal treatment performance[J].Ecological Engineering,2005,25: 583~593.
    [24]Groudeva,Groudev S N.Doycheva A S. Bioremediation of waters constaminated with crude oil and toxic heavy metal[J].Int. Miner.Proccess,2001(62):293~299.
    [25]ChengS,GrosseW,KarrenbrockFetal..Efficiencyofconstructed wetlands in decomtamination of water polluted by heavy metals[J]. Ecol.Eng.2001,18(3):317~325.
    [26]Sorrell BK,Armstrong W. On the difficulties of measuring oxygen release by root systems of wetland plants[J]. Ecol,1994,(82):177~183.
    [27]何池全,赵愧义,叶居新.石菖蒲净化富营养化水体的研究[J].南昌大学学.1999,23(1):73~76.
    [28]Ingersoll TL,Baker L A. Nitrate removal in wetland microcosms[J].Wat.Res,1998,32(3): 677~684.
    [29]戴兴春,徐亚同,谢冰.浅谈人工湿地法在水污染控制中的应用[J].环境保护,2004,29 (10) : 72~79.
    [30]Mays PA,Edwards G S. Comparison heavy of metal accumulation in a nature wetland and constructedwetlandsreceiving acid mine drainage .Ecological Engineering,2001,16(4): 487~500.
    [31]李小霞,解庆林,游少鸿.人工湿地的植物和填料的作用与选择[J].工业安全与环保,2008,34(3):54~57.
    [32]王宜明.人工湿地净化机理和影响因素讨论.昆明冶金高等专科学校学报,2006,16(2):1~6.
    [33]秦怡,李勇,金龙,黄勇.人工湿地中常用填料和植物对污染物去除效果的比较[J].江苏环境科技,2006,19(5):46~48.
    [34]靖元孝,杨丹著.风车草人工湿地系统氮去除及氮转化细菌研究[J].生态科学,2004,23(1):89~91.
    [35]张甲耀,夏盛林,邱克明,熊凯.潜流型人工湿地污水处理系统氮去除及氮转化细菌的研究[J].环境科学学报,1999,19(3):323~327.
    [36]付融冰,杨海真,顾国维,张政.人工湿地基质微生物状况与净化效果相关分析[J].环境科学研究,2005,18(6):44~49.
    [37]戴树桂.土壤环境化学[M] .北京高等教育出版社.
    [38]诸惠昌,胡纪萃.新型废水处理工艺—人工湿地的设计方法[J] .环境科学,1993,14(2): 39~43.
    [39]P E Breen.A mass balance method for assessing the potential of artificial wetlands for wastewater treatment [J].Water Research,1990,24(6):689~697.
    [40]T Koottatep,C Polprasert.Role of plant up take on nitrogen removal in constructed wetlands located in the tropics [J].Water Science and Technology,1997,36(12):1~8.
    [41]许衡.利用人工湿地去除污染物机理探讨[J].上海水务.2006,22(1):28~30.
    [42]C Helmer,S Kunst etal. Nitrogen loss in a nitrifying biofilm system[J]. Water Science and Technology,1999,39(7):13~21.
    [43]崔玉波,李相猛,赵可.潜流人工湿地废水处理技术的效能[J ].吉林建筑工程学院学报,2002,19 (2) : 7210.
    [44]J Laber,R Perfler.R Heberl.Two strategies for advanced nitrogen elimination in vertical flow constructed wetland [J].Water Science and Technology,1997,35(5):71~77. [45 ] Comin F A. Nit rogen removal and sycling in restored wetlands used as filters of nutrients for agricultural runoff [J] . Wat Sci. Tech ,1997 ,35 (5) : 255~261.
    [46]张永勇,张光义,夏军,王红萍.湿地污水处理机理的研究[J].环境科学与技术,2005,28(1):165~167.
    [47]吴振斌,梁威.人工湿地植物根区土壤酶活性与污水净化效果及相关性分析[J].环境科学学报,2002,21 (5):622~624.
    [48]郝晓地.污水强化除磷工艺的现状与未来[J].中国给水排水,2005,21 (11):37~40.
    [50]戴兴春,徐亚同,谢冰.浅谈人工湿地法在水污染控制中的应用.上海化工,2004,7~9.
    [51]籍国东,孙铁布,李顺.人工湿地及其在工业废水处理中的应用.应用生态学报,2002, 13(2): 224~228.
    [52]郝晓地.污水强化除磷工艺的现状与未来[J].中国给水排水,2005,21 (11):37-40.
    [53] Hong Yin etal. U sing reed beds fo r w inter operation of wetland treatment system fo r wastewater[J ]. Water science techlogy,1995,(32) :111~117.
    [54]张虎成,俞穆清,田卫,徐宁.人工湿地生态系统中氮的净化机及其影响因素研究进展[J].干旱区资源与环境,2004,18(4):163~168.
    [55]胡霭堂.植物营养学(下册) [M].北京农业大学出版社,1995.
    [57]黄立南,蓝崇任.湿地处理污水的研究.生态科学,1996,15(2): 117~120.
    [58]1 Knight RL. Constructed wetlands for livestock wastewater management. Ecological Engineering,2000,15(12): 41~55.
    [59] Nguyen LM. Organic matter composition, microbial biomass and microbial activity in grave-Bed constructed wetlands treating farm dairy wastewaters. Ecological Engineering, 2000,16: 199~221.
    [60] Mays PA,Edwards GS. Comparison of heavy metal accumulation in a natural wetland and constructed wetlands receiving Acid mine drainage. Ecological Engineering,2001,16: 487~500.
    [61] Gillespie WB. Transfers and transformations of zinci Constructed wetlands:mitigation of a refinery effluent. Ecological Engineering,2000,14: 279~292.
    [62] RiveraR.The application of heroot zone method for the treatment and reuse of high-strength abattoir waste in Mexic. Water Science and Technology,1997.35(5):271~278.
    [63] Sun G. Treatment of agricultural wastewater in a combined tidal flow-down flow reed bed system. Water Science and Technology,1999,40(3):139~146.
    [64] Vrhovsek D,Kukanja V. The use of constructed wetland for landfill leachate treatment. Water Science and Technology,1997,5(5):301~306.
    [65] Shutes RBE. The design of wetland systems for the treatment of urban Run of Water Science and Technology,1997,35(5):19~25.
    [66]Laber J. Constructed wetland system forstorm water treatment. Journal of Environmental Science and Health,2000,35:1279~1288.
    [67] Thurston KA. Lead and petroleum hydrocarbon changes in an Urban wetland receiving storm water run of. Ecological Engineering,1999,12:387~399.
    [68] Bachand PAM,Home AJ. Denitrification in constructed Free-water surface wetland.Ecological Engineering,2000,14: 932.
    [69] Crites RW. Design criteria and practice for constructed wetlands. Water Science and Technology,1994,29(4):14.
    [70]于少鹏,王海霞,万忠娟等.人工湿地污水处理技术及其在我国发展的现状与前景.地理科学进展.2004,23(1): 22~27.
    [71] Rivera R. Two-stage constructed wetland for treating hospital wastewater. Water Science and Technology,1999,40( 3): 317~324.
    [72]周凤霞,姚运先,曹卫华等.人工湿地处理污水的效率与研究展望[J].环境科学与管理,2007,32(6):113~115.
    [73]国家环境保护总局.水和废水监测分析方法[M].第4版.北京:中国环境科学出版社, 2002.
    [74]《现代植物生理学实验指南》(第1版).中国科学院上海植物生理研究所[M].科学出版社,北京2004.
    [75]林启美、陶水龙.《土壤学实验指导》.中央广播电视大学出版社,1999.
    [76]W.Song,P.Zheng,J.Li etal.Seasonal and annual Performaneeof a full-scale construeted wetland system for sewage treatment in China[Jl.Eeol.Eng,2006,26:272~282; [77 ]雏维国,王世和,钱卫一等.潜流型人工湿地除磷效果研究[J].安全与环境工程,2004, 11(4):21~25;
    [78]张黎.不同水力负荷的垂直流湿地对生活污水处理效果.研究气象与环境学报,2008,24(6):67~72.
    [79]周兴伟,张勤.生物絮凝+三级人工湿地组合工艺处理小城镇高质量浓度生活污水.市政技术,2008,26(6):517~520.
    [80]徐光来,徐晓华.人工湿地污水处理技术的应用初探[J].云南地理研究,2006,8(3):44~48.
    [81]严立,程天行.多级人工生态系统净化景观水体的研究.水处理技术,2008,34(4):26~31.
    [82]李世斌,施培俊,郭岭志.厌氧-垂直流型人工湿地处理生活污水[J].水处理技术,2008,34(5):59~62.
    [83]卢少勇,金相灿,余刚.人工湿地的磷去除机理[J].生态环境,2006,15(2): 391~396.
    [84]张洪刚.人工湿地植物去除生活污水中污染物效果的研究.首都师范大学,2006,05.
    [85]祝宇慧,田光明.复合流人工湿地处理生活污水的试验研究[J].水处理技术,2009,35(01):46~49.
    [86]李雄勇,张帆,袁英兰;王湛.对人工湿地污水处理系统工艺设计技术关键的探讨[J].环境保护科学,2009,35(02):42~44.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700