以滇池流域六甲乡金家村为研究对象,该区为城郊典型的居民-农田混合区,总面积14万m2,其中居民区面积为7.7万m2,常驻人口780口,区内有一家约120头的养猪场,一个具有9家洗涤企业的金家村工业园区,居民区和养殖、工业废水直接排向就近的90%种植韭菜的农田区。针对该区村庄—小企业—农田—养殖业呈复区分布,污染源复杂,雨污混流污染严重,污水管网建设滞后,化肥施用过量,沟渠湿地系统破碎等现状,研发出兼顾水质净化和农田排灌的居民-农田混合区面源污染控制集成技术,包括改良化粪池与组合基质床,生态支沟,生态干渠,A/O生物处理系统,复合人工湿地等污水处理技术,以及农田内部的节氮控磷技术,如精确施肥,施用硝化抑制剂抑制氮向水体迁移,垄沟内浮萍的氮磷滞留与养分循环利用。通过12个月的连续监测表明:在非降雨日负荷为500m3/d的工况下,改良化粪池与组合基质床对COD,TP,TN的去除率分别为61.3%,50.50%,44.4%;A/O生物处理系统对COD,TP,TN的去除率分别为65.8%,55.2%,55.2%;生态支沟由于进水量小浓度高,水力停留时间长,其对COD,TP,TN的去除率均比生态干渠的高,分别高29.0%,17.5%,28.4%;系统末端复合人工湿地对污染物质的去除效果分别为COD 50.6%,TP44.9%,TN36.4%。一年内依托集成技术建设的生态工程去除污染物的总量为COD 143.71t,TP2.43t和TN16.99t,对氮磷的去除量相当于一座负荷为350~620m3/d 的市政污水处理厂去除的量。经济效益分析得出,整个系统日耗电量18度,由一名工人即可管护。传统施肥减量20%+叶面肥,每年每公顷可减少氮肥投入约2400元,增加叶面肥投入约500元,减少收入约1300元,合计增收3200元。浮萍滞留与养分循环利用,每年每公顷韭菜地相当于少施用151kg尿素和93kg过磷酸钙的氮磷含量。施用DCD和元素硫,淋溶水中硝态氮的浓度降低了59.2%,测渗水中则降低了62.2%。可见,居民-农田混合区面源污染控制集成技术不但可以有效去除污染物,而且在保证产量的情况下,增加农民收益。技术适用于城市郊区、城乡结合部及广大农村等城市污水管网未覆盖地区推广使用,具有巨大的推广潜力。
全 文 :第27卷第5期
2008年lO月
生态科学
EcologicalS ience
27(5):346—350
0Ct.2008
IntegratedTechnologytoControlN n-·pointPollution
inResident—farmlandAreasofDianchiLakeWatershed,
China
WUYong.hong12.HUZheng.yi12andYANGLin.zhang
1‘
J『.InstituteofSoitScience,ChineseAcad myofSciences,Nanjing210008Ch a
2.SchoolfResourceandEnvironment,GraduateUniversityofChineseAcademyofSciences,BeUing100039China
Keywords:Non—pointPollu ion;Resident—farmlandArea;
biodisposal;Complexmediumbed
Ecologicaltrunkcanal;Ecologicalchannel;A/O
滇池流域居民一农田混合区面源污染控制集成技术
吴永红L2, 胡正义L2,杨林章卜
1.中国科学院南京土壤研究所,南京210008
2.中国科学院研究生院资源环境学院,北京100039
【摘要】 以滇池流域六甲乡金家村为研究对象,该区为城郊典型的居民一农田混合区,总面积14万ln2,其中居民区面积为
7.7万m2,常驻人口780口,区内有一家约120头的养猪场,一个具有9家洗涤企业的金家村工业园区,居民区和养殖、工业废
水直接排向就近的90%种植韭菜的农田区。针对该区村庄一小企业一农田一养殖业呈复区分布,污染源复杂,雨污混流污染严
重,污水管网建设滞后,化肥施用过量,沟渠湿地系统破碎等现状,研发出兼顾水质净化和农田排灌的居民一农田混合区面源
污染控制集成技术,包括改良化粪池与组合基质床,生态支沟,生态干渠,A/O生物处理系统,复合人工湿地等污水处理技术,
以及农田内部的节氮控磷技术,如精确施肥,施用硝化抑制剂抑制氮向水体迁移,垄沟内浮萍的氮磷滞留与养分循环利用。通
过12个月的连续监测表明:在非降雨日负荷为500mS/d的工况下,改良化粪池与组合基质床对COD,TP,TN的去除率分别为61.3%,
50.50%,44.4%;A/O生物处理系统对COD,TP,TN的去除率分别为65.8%,55.2%,55.2%;生态支沟由于进水量小浓度高,水力停
留时间长,其对COD。TP,TN的去除率均比生态干渠的高,分别高29.0%,17.5%,28.4%;系统末端复合人工湿地对污染物质的
去除效果分别为COD50.6%,TP44.9%,TN36.4%。一年内依托集成技术建设的生态工程去除污染物的总量为COD143.71t’TP
2.43t和TN16.99t,对氮磷的去除量相当于一座负荷为350~620m3/d的市政污水处理厂去除的量。经济效益分析得出,整个系
统日耗电量18度,由一名工人即可管护。传统施肥减量20%+叶面肥,每年每公顷可减少氮肥投入约2400元,增加叶面肥投
入约500元,减少收入约1300元,合计增收3200元。浮萍滞留与养分循环利用,每年每公顷韭菜地相当于少施用151kg尿素
和93蚝过磷酸钙的氮磷含量。施用DCD和元素硫,淋溶水中硝态氮的浓度降低了59.2%,测渗水中则降低了62.2%。可见,居
民一农田混合区面源污染控制集成技术不但可以有效去除污染物,而且在保证产量的情况下,增加农民收益。技术适用于城市
郊区、城乡结合部及广大农村等城市污水管网未覆盖地区推广使用,具有巨大的推广潜力。
关键词:面源污染;居民一农田区;生态干渠;生态支沟;A/O生物处理;组合基质床
中图分类号:X53 文献标识码:A 文章编号:1008-8873(2008)05.346.05
收稿日期:2008.09.10收稿,2008.10-10接受
基金项目:国家高技术发展研究计划(863计划)“城郊面源污水综合控制技术研究与工程示范”(编号:2005AA60101002)。
作者简介:吴永红(1979--),男,博士研究生,环境化学与富营养化控制过程与机理。
。通讯作者,E·mail:lzyam,⑥issas.ac.cn
万方数据
5期 吴永红,等:滇池流域居民~农田混合区面源污染控制集成技术 347
1 Introduction
TheDianchiLakeislocatedintheYunnanProvince.
southwestofChina.Thetomlareaoftheregionisabout
2920kmz,with309kI矿lakear a.Thelakeisthemost
importantsourceoffreshwaterfortheKunming,and
alsoreceiveswastewaterfromthecity.Asaresult,the
lakehasbecomeonofthemostseverelyeutrophic
lakesinChina.
WaterpollutionofDianchiLakestartedinl970sand
hasgoneatacceleratedspesince1990s.1f11emain
characteristicofthewaterqualitydeteriorationof
DianchiLakeishigheutrophication.111elakereceived
around240millionIFofwastewaterin2000.including
50millionm’ofindustrialwastewaterandl90million
mjofurbanwastewaterwhichareclassifiedaspoint
sourcepollution.Italsoreceivedlargeamountofrural
lifeandproductionemuent.whicharelabeledas
non-pointsourcesofpollution.Inrece tyears,thepoint
sourcepollutionhasbeencontrolledtoc rtainextent
with也eeffortoflocalndstategovernments.However,
thesituationofnon-pointSOurCeSwaterpollutionhas
becomeoreandmoreseriousbecauseofthe
neglectancebytheruralenvironmentala agementof
thelocalgovernment.Non-points urce8ofpollution
proportioninthewholewatershedisincreasingrapidly.
Accordingtothestatisticdataoftheyear2002,more
than30%ofwaterpollutioninDianchilakecomesfrom
agriculturalnon—pointsourcespollutiondischarge,
mostlyderievedfromtheuseofchemicalfertilizers
andpesticides[1’2,31.
Basedontheaboveanalysis,itisimportanttodevelop
andintegrateas riesofnon—pointsourcesontrol
technologiestoreducetheinputofbotllnitrogenand
phosphorusintothelake.Presentworkistousean
integratedtechnologyforcontrollingnon-pointsources
pollutioninatypicalresident.farmlandaleaofDianchi
Lakewatershed,China.
2 MaterialsandMethods
2.1studyarea
Thestudyareaisaresidenta dfarmlandcomplexarea,
with140thousandm2,780populations,ninewashing
workshopsandasamll—scalehoggery(about120pigs),
locatedinthesuburb觚ofthecapitalcityofKunming
oftheYunnanProvinceinsouthwesternChina.The
annualaveragewatertemperatureis~17.18oCandthe
nualaveragerainfallis-1000mill.Theresidentarea
isabout77 housandmz.whereisaroundwithfarmland.
Leek.asthemaincropisabout95%ofthefarmland.
Restfarmlandisusedforflowerfarmland.Theaverage
annualamountofertilizerusiS760kgN/ha ndl00
kgP/ha.Dailysewagefromtheresidentareawas
directlydischargedintochannelofthesideward
farmland.Washingw tewaterf omninevillage
workshopsofJinjiaVillageIndustrialAreawasalso
directlydischargedintotrunkcanal.
2.2Theintegratedtechnologytocontroln n-point
pollution
Basedontheprincipleof“Sourcedecreasing,Course
restraining,Terminaltreat ga dtotalquantity
controlling”,anintrgratedtechnologywasproposedto
controln n-pointpollutoninresident—farmlandrea.
Thistechnologyinvolvesinfourstepsasshowni
Fig.1.
Thefirst episeigherthetranportandtransformationof
nitrognaa dphosphorusinsoiloffarmlandbya dition
ofS.DCDandprecisefertilization,orthenitrogenand
phosphoruswerereusedbytherecyclableplantsof
duckweed,whichresultsintheremarkeddecreasesin
dissolvednutrientsfromthesoilofleekfarmlandintothe
waterintheinterchannelofthleekfarmland,thenthe
outflowoftheinterchannelinthleekfarmlandcouldbe
discharged.Thesecondstepistotreatthedailysewage
includinghog erywastewaterwi hatotalloadofabout
200m3/d,usingaspeciallydesignedmodifiedcesspool
andcomplexm diumbedsystem.Thethirdstepisto
treatwashingwastewater,withatotalloadofabout240
m3/d,usinga A/Obiodisposalsy tem.Alloutflowof
theabovestepsandabout60m3dailysewagefowed
directlyintothespecialdesignedecologicalch nnel
andecologicaltrunkcanalforfurtherpu ification.The
ouflowofthecologicalch nnelandtrunkcanalwas
pumpedintoaterminalintegratedwetland.
万方数据
348 生态科学EcologicalScience 27卷
Fig.1.Theschemeoftheintegratedtechnologytocontroln n-pointpollutioninresident-farmlandarea
Theouletofthentiresystemwasdischargeoutofthe
resident-farmlandareainhigh—flowperiodortoirrigate
in low-flowperiod.Thesemacrophytes,Scirpus
tabernaemontani,Ca naindica,Cannaflaccida,
Canna·iridiflora,Zizanialatifolia,Juncusminim ,
Pontederiacordata,Cyperusalternifolius,Zantedeschia
aethiopicaSpreng,AcoruscalamusLinn.were
cultivatedineompexmediumbed,ecologicalchanne ,
ecologicaltrunkcanalndintegratedwe land.
2.3Waterqualitymeasurementandataanaly7siss
TN.TPandCODcrintheinflowandoutflowwere
analyzedbvAPHAmethod【耳J.Thesignificant
differencesbetweentheresultswereevaluatedonthe
basisofstandarddeviationdeterminationsandonthe
analysisofvariancemethod(ANOVA).
3Resultsandiscussion
3.1Removalofwaterpeanut
Largeamountofwasterwaterfloweddirectlyintothe
trunkcanalndchannelofthefarmland,whichindu ed
thecrazygrowthofwaterpeanut似lternanthera
philoxeroides).Waterpeanuth sbecomethemost
seriousfloatingweed,andcausedalargenumberof
problemsparticularlyrelatedto theuseand
managementofwaterresource.(1)Waterpeanutin
densegrowthobstructswa erflowinirrigationchannel.
(2)Thickmatsofwaterpeanutcausecomplete
d pletionofdissolvedoxygen,(3)Waterpeanutisa
threatofthebiologicaldiversityandfoodchains.(4)
Waterpeanutprovidesthhabitatsorfoodforseveral
diseasecarrierspo siblycausingmalaria,enophalitis,
schistosomiasisetc■Watel"peanutWascompletely
weededoutbya seriesoforderlyandvigorous
macrophytesafterthecologicaltrunkcanalndthe
ecologicalch nnelw reconstructed.Itwascalculated
that130000kgofwaterpeanut(wetwieght)were
removedafterthe xperiment,whichreslutingin
374.4kgnitrogenand271.7kgphosphorusremoval.
Theflooddischargebilitiesofthetrunkcanalnd
channelWasobviouslyimproved.Macrophytesbi mass
(wetweight)in15000kgwereharvestedduringthe
experimentp riodfromAugust2006toJuly2008,
whichreslutingin 19.8 kgnitrogenand1.4 kg
phosphorusremoval.
万方数据
5期 吴永红,等:滇池流域居民一农田混合区面源污染控制集成技术 349
Table1.Precisefertilizationandthepercentoffarmer
exceedingtheoptimumamountoffertiIization
NitrogenPhosphorusPotassium
3.2Optimalfertilizationandc ntrollingnitrogen
andphosphorust ansferintowaterfrom
farmlandsoH
Halfofthefarmersw ongfullyappliedthechemical
fertilizers.Theoptimalfertilizationtech ologyc uld
save128kgN/hand28kgP/ha nnuallycomparedto
thefarmers’currentmte(Table1).Theseindirectly
decreasedtheamountofdissolvednitrogenand
phosphorusfromfarmlandsoil.Nitrogenconcentrations
ofleachinga dsideleakageweresignificantlydifferent
口<0.05)betweenthecontrolandtheadditionof
elementalsulfurandDCD.TlliSindicatedthatdissolved
nitrogeninwaterf omsoildecreased.Theammonia
volatilizationfromleekfarmlandwasdecreasedduto
theapplicationofelementalSandDCD(Fig.2).There
WaSasignificantdifference口<0.01)ofammonia
volatilizationbe weenthecontrolandthetreatmentwith
SandDCDapplication.n圮concentrationsofnitrogen
andphosphorusintheintercharmelofthleekfarmland
decreaSedby40—60%and60—90%,respectively,when
duckweedWaSgrownintheinterchannel15,laysand
recycled豁greenfertilizerforleek.
3.3Removalefficiencyofwastewater
Theaveragennualremovale伍ciencyofmodifled
cesspoolandinfiltrationbedsystemforpurificationof
dailysewagewere61.3%.50.5%and44.4%forCODer,
TPandTN.respectively.TheconcentrationsofCODer,
TPandn、iofthewaShingwaStewaterwered creased
bv65.8%,55.2%and55.3%,respectivelyafterthe
waShingwastewaterWaspurifiedbytheA/O
biodisposalsy tem.TheremovalefficiencyofCODer,
TPand"INwere33.0%,49.8%,32.2%and62.0%,
67.3%.62.6%forec logicaltrunkcanalndecological
channelinnon·rainyclays,respectively,accordingto
oneyeardatafterthecologicaltrunkcanaland
channelwerebuilt.Terminalwetlandat
resident-farmlandareawasthelastequipmenttodeeply
punfyoutflowofaboveengineering.Theremovalrates
ofterminalwetlandwere50.6%,44.9%and36.4%for
CODer,TPandN,respectively.Itisshowedthat16.99
t TN,2.43tTPand143.71tCODerwereremovedform
theresident-farmlandareabytheintegratedtechnology
tocontroln n—pointpollutioninoneyear(Table21.n圮
removalamountofnitrogenandphosphorusequalsto
350—620m3/dmunicipalwastewatertreatmentplant.
Fig.2.theEffectofsupplyelementalsulfurandDCDonN
concentrationinwaterandammoniavol tilizationfromleek
farmland
Thehydraulicresidencetime皿H1)ofecological
channelis12hmorethanthatofecologicaltrunkcanal.
Inaddition,facilitiesforsewagepretreatmentlike
primarysedimentationnk,photomicroorganismtank
andanaerobictankwerebuiltinthe ntranceofthe
ecologicalchannel.Theinflowofthecologicalchannel
万方数据
Table2·Loadingsofpollutantsremovalatresidence—farmlandareabytheintegratedtechnologytocontroln n—pointpollution
A/O Ecological Terminal
Cesspoolandcomplex..一一 一 一 Ecologicaltrunkcanal Pollutantremoval
.. . biodisposalchannel Wetland
mediunlbe (t/a)(t/a)(t/小
(t/a) (“a) rt/a)
’。
TN 3.36 0.97 1.II 10.85 0.70 16.99
TP 0.4 0.07 0.12 1.76 O.08 2.43
CODer 33.09 5.23 7.73 90.97 6.69 143.71
wasthedailysewagewhiletheinflowofthecological
tnmkcanalwastheoutflowoftheA/Obiodisposalsystem.
TheaverageconcentrationofCODer,TPandNofthe
formerwere199.2mg/L.2.49mg/Land14.97meCL
higherthanthoseinthelaterinnon-rainydays,
respectively,significantlydifferent(P<0.05)totheinitial
wastewaterconcentrationofCOD,TPandTN.Thesedata
suggestedthattheremovalefficiencyofecologicalchannel
washigherthanthatofecologicalminkcanal.
Datashowedthatheintegratedtechnologycan
effectivelycontrolthenon—pointpollutionat
resident—farmlandareawithlowconstructand
disposalcharges.Theentiresystemdepletedl8 kw
electricityperdayandneedsonlyoneworkerto
managethesystem.However,thereareseveral
problemsto be addressedfurther:(1)The
pretreatmentofwas erwaterwasinsufficient.There
isnogarbagecollectingsystem.Pumpandfinerack
wereoftenair-loggedbyparticulatemat ersre ulting
inundischargedflood.Inaddition,theporeofthe
complexmediumandwetlandwillbefilledwith
theseparticulatemat ersina longrunningtime.(2)
Ecologicalengineeringlikecomplexm diumbed,
wetland,ecologicalchannelandtrunkcanalmain
dependontheformofa vigorousandevergreen
communityof macrophyteseco ystem.The
adjustmentofdifferentmacropyhtestok epan
evergreencommunityshouldbestrength.(3)The
workinvolvesinmanyfarmersbecausethenon.point
pollutionc trolengineeringwasbuiltat their
residenceandfarmlandsideward.Itisessentialo
providetrainingforthefarmerstoincreasetheir
awarenessofpollutioncontr01.
4 Acknowledgements
ThisworkwasupportedbyheInnovationPr gramof
ChineseAcademyofSciences(ISSASIP0605),National
NaturalScienceFoundationofChina(30600084)。the
NationalHigh-techR&DProgram(863Program)ofChina
(2007AA062300and2005AA60101002)andNationalKey
TechnologyR&DProgram(2007BAD87812).
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万方数据
滇池流域居民-农田混合区面源污染控制集成技术
作者: 吴永红, 胡正义, 杨林章, WU Yong-hong, HU Zheng-yi, YANG Lin-zhang
作者单位: 吴永红,胡正义,WU Yong-hong,HU Zheng-yi(中国科学院南京土壤研究所,南京,210008;中国
科学院研究生院资源环境学院,北京,100039), 杨林章,YANG Lin-zhang(中国科学院南京土
壤研究所,南京,210008)
刊名: 生态科学
英文刊名: ECOLOGICAL SCIENCE
年,卷(期): 2008,27(5)
被引用次数: 3次
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pollution characteristics of Dianchi Lake 2003
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Lake protection and pollution treatment 2004
本文读者也读过(2条)
1. 吴永红.胡正义.杨林章 滇池流域居民-农田混合区面源污染控制集成技术[会议论文]-2008
2. 张乃明.张玉娟.陈建军.李成学 滇池流域农田土壤氮污染负荷影响因素研究[期刊论文]-中国农学通报
2004,20(5)
引证文献(3条)
1.王磊.张乃明.杨育华.杨振兴.张刚.崔红伟 滇池流域花卉蔬菜废弃物对湖泊水质影响的模拟研究[期刊论文]-环
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2.潘茉兰 生态学原理在滇池水体治理中的应用探讨[期刊论文]-河北农业科学 2010(3)
3.袁月祥.朱联碧.闫志英.刘晓风.廖银章.袁世斌.董微 施用农家肥对滇池土壤水质的影响研究[期刊论文]-科技资
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