干旱與半干旱地區(qū)濕地水文及臨界條件的模擬研究
本文關鍵詞:水利工程對向海濕地水文與生態(tài)的影響,由筆耕文化傳播整理發(fā)布。
3??結論與建議
在干旱、半干旱地區(qū),只有在降雨分布很集中的豐水年,才可能出現(xiàn)一些適合濕地植物生長的濕潤期,而在其他絕大多數時間,地下水埋深很大,不具備濕地特征。外界入水量進入的時機不同,對濕潤程度的提高也不同,影響因素有蒸發(fā)、前期及后期降雨量等。一般來說,在生長期初期和末期,由于蒸發(fā)量相對較小,同樣的水量對濕潤程度的提高相對較大。在力求滿足美國陸軍工程師團的最小水文準則時,該地區(qū)的臨界供水量為12~15cm。對于干旱地區(qū),不同時期的相同來水量,會引起不同的濕潤變化,這對于濕地保護和恢復都是應該注意的問題。臨界水量是該地區(qū)可以維持濕地水文的最小水量,因此在水資源規(guī)劃時,應該給予足夠的認識。
參??考??文??獻:
[1]??王國平.水資源開發(fā)對科爾沁濕地環(huán)境的負面效應[J].國土與自然資源研究,2001,(2):45-47.
[2]??買買提??阿不都拉.新疆濕地現(xiàn)狀與保護[J].新疆林業(yè),2001,(4):4-5.
[3]??張振克,王蘇民,吳瑞金,姜家虎.中國湖泊水資源問題與優(yōu)化調控戰(zhàn)略[J].自然資源學報,2001,16(1):16-
21.
[4]??魯奇,劉洋.中國濕地消失的因素及保護對策[J].環(huán)境保護,2001,(10):21-23.
[5]??王國平,張玉霞.水利工程對向海濕地水文與生態(tài)的影響[J].資源科學,2002,24(3):26-30.
[6]??崔保山,劉興土.三江平原饒力河流域濕地特征變化研究[J].自然資源學報,2001,16(2):107-114.
[7]??PoianiKA,JohnsonWC.Useofasimulationmodelinmanagingasemipermanentprairiewetland[M].Wetlandsympos??
ium,NorthernPrairieWildlifeResearchCenter,USGS,1998.
[8]??WetlandScienceInstitute(WSI).HydrologyToolsforWetlandDetermination(Chapter19)[M].NationalResourcesConser??
vationService,USDA,2001.
[9]??TweedyKL,EvansRO.HydrologicalCharacterizationoftwopriorconvertedwetlandrestorationsitesineasternNorth
Carolina[J].Trans.ASAE,2001,44:1135-1142.
[10]??SkaggsRW,ChescheirGM.Methodstodeterminelateraleffectsofadrainageditchonwetlandhydrology[M].2002ASAE
AnnualInternationalMeeting,St.Joseph,Mich.,ASAE.2002.
[11]??賈忠華,羅紈,王文焰,SkaggsRW.對濕地定義和濕地水文特征的探討[J].水土保持學報,2001,15(6):117-
120.
[12]??WaterwayExperimentStation(WES).WetlandsDelineationManual,1987(RevisedversionwasadoptedbytheSection404,
CleanWaterAct,1997)[M].WetlandsResearchProgramTechnicalReportY??87??1(onlineedition):28-34.WaterwayExperimentStation,CorpsofEngineering,USArmy,1987.
[13]??SkaggsRW.Fieldevaluationofawatermanagementsimulationmodel[J].Trans.ASAE1982,25(3):666-674.
[14]??KandilHM,SkaggsRW,AbdelDayemS,AiadY.DRAINMOD??S:watermanagementmodelforirrigatedaridlands,crop
yieldandapplications[J].IrrigationandDrainageSystems,1995,(9):239-258.
[15]??BreveMA,SkaggsRW,ParsonsJE,GilliamJW.DRAINMODN,ANitrogenmodelforartificiallydrainedsoils[J].
Trans.ASAE,1997,40(4):1067-1075.
[16]??LuoW,SkaggsRW,ChescheirGM.DRAINMODModificationsforColdConditions[J].Trans.ASAE,2000,43(6):1569
-1582.
[17]??SkaggsRW,FauseyNR,NolteBN.WatermanagementevaluationfornorthcentralOhio[J].Trans.ASAE,1981,24(4):
922-928.
[18]??ChangAC,SkaggsRW,HermsmeierLF,JohnsonWR.Evaluationofawatermanagementmodelforirrigatedagriculture
[J].Trans.ASAE,1983,26(2):412-418.
[19]??GayleG,SkaggsRW,CarterCE.EvaluationofawatermanagementmodelforaLouisianasugarcanefield[J].J.Am.
Soc.Sugar??CaneTechnil.,1985,(4):18-28.
[20]??FoussJL,BengtsonRL,CarterCE.SimulatingsubsurfacedrainageinthelowerMississippivalleywithDRAINMOD[J].
Trans.ASAE,1987,30(6):1679-1688.
[21]??McMahonPC,MostaghimiS,WrightFS.Simulationofcornyieldbyawatermanagementmodelforacoastalplainssoil
[J].Trans.ASAE,1988,31(3):734-742.
[22]??SkaggsRW,AmatyaD,EvansRO,ParsonsJE.Characterizationandevaluationofproposedhydrologiccriteriaforwet??
lands[J].J.SoilandWaterCons.,1994,49(5):501-510.
Studyonhydrologicaldynamicsandformationcriteriaofwetlands
JIAZhong??hua,LUOWan,ZHOUXiao??xia,LIUXiao??ning
(Xi??anUniversityofTechnology,Xi??an??710048,China)
Abstract:ThedataofprecipitationandsoilpropertiesinXi??anareaareanalyzedbyusingthehydrologi??calmodelDRAINMODtoinvestigatetheinfluenceofincomingwateronvariationofgroundwatertable.ThemodelissuggestedbytheWetlandResearchInstitute,DepartmentofAgriculture,USA.Atthesametime,theidentificationcriterioncurrentlyadoptedinUSisappliedtoanalyzethenecessarycriticalincom??ingwaterforwetlandformation.Itisfoundthattheincomingwaterwiththesameflowdischargemayre??sultindifferentwetnessindifferentmonthsinayear.Consequently,thenecessarywaterflowforformingthecriticalhydrologicalconditionisnotaconstant.
Keywords:wetland;wetlandhydrology;DRAINMOD;modeling
(上接第26頁)
FractureanalysisoninducedjointofRCCdams
SONGYu??pu,ZHANGLin??jin,YINFu??xin
(DalianUniversityofTechnology,Dalian??116024,China)
Abstract:Inordertodeducetheformulaforstressintensityfactoroftwo??directionintervaljointinRCCdams,thestressintensityfactorofthecracktipsinellipticalandrectangularinducedjointsareanalyzedbyusing3??DFEM.Thecomparisonshowsthatthecalculationresultsofthesetwokindsofjointareap??proximatelythesame.Buttheellipticalmodelismoreconvenientforpracticaluse.Consequently,theformulaofthestressintensityfactorforthecracktipsofellipticalinducedjointinfinitebodyisextendedtomeetthecalculationforfinitebody.Onthisbasis,theregressionanalysismethodisadoptedtoestab??lishtheformulaforcalculatingthestressintensityfactoroftwo??directionintervaljoint.Intheformulathesizeanddimensionsofinducingplateaswellastheinfluenceofweakeningdegreearetakenintoaccount.Keywords:RCCdam;inducedjoint;stressintensityfactor;3??DFEM
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本文關鍵詞:水利工程對向海濕地水文與生態(tài)的影響,由筆耕文化傳播整理發(fā)布。
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