黄河中游多沙粗沙区治理对黄河下游减淤影响研究.ppt_第1页
黄河中游多沙粗沙区治理对黄河下游减淤影响研究.ppt_第2页
黄河中游多沙粗沙区治理对黄河下游减淤影响研究.ppt_第3页
黄河中游多沙粗沙区治理对黄河下游减淤影响研究.ppt_第4页
黄河中游多沙粗沙区治理对黄河下游减淤影响研究.ppt_第5页
已阅读5页,还剩8页未读 继续免费阅读

下载本文档

版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领

文档简介

黄河中游多沙粗沙区治理对黄河下游减淤影响研究TheImpactResearchofControllingtoSediment-ladenandCoarseSandAreaintheMiddleonSedimentationReductionoftheLowerYellowRiver,黄委会水文局HydrologyBureau,YRCC高亚军GaoYajun,2007.6,汇报内容CONTENT,1、多沙粗沙区和粗泥沙集中来源区简介Introductionofsediment-ladenandcoarsesandareaandcoarsesandconcentratedsourceregionofthemiddleYellowRiver,3、多沙粗沙区各治理分区来沙对下游河道冲淤影响的估算Outlinetheareaofthesedimentoverloadedandcoarsesedimentregiontoestimatestheerosionandsedimentationofriverslowerreaches,2、多沙粗沙区治理分区的确定Thedefineofsub-areainsediment-ladenandcoarsesandareacontrolling,1多沙粗沙区和粗泥沙集中来源区简况Introductionofsediment-ladenandcoarsesandareaandcoarsesandconcentratedsourceregionofthemiddleyellowriver,多沙粗沙区和粗泥沙集中来源区的位置Thelocationofthesediment-ladenandcoarsesandareaandthecoarsesandconcentratedsourceregion,多沙粗沙区在黄河中游的产沙贡献ContributionofsedimentproductioninSediment-ladenandcoarsesandareaofthemiddleyellowriver,结论:多沙粗沙区是拦截入黄泥沙的重点区Conclusion:Thesediment-ladenandcoarsesandareaisthemostimportantareatoheadoffthesedimentintoYellowRiver.,粗泥沙集中来源区在多沙粗沙区中的产沙贡献ContributionofsedimentproductionincoarsesandconcentratedsourceregionofthemiddleYellowRiver,结论:粗泥沙集中来源区是拦截入黄粗泥沙的重中之重地区Conclusion:coarsesandconcentratedsourceregionisthemostimportantareatoheadoffcoarsesedimentintoYellowRiver.,2多沙粗沙区治理分区的划分Thedefineofsub-areainsediment-ladenandcoarsesandareacontrolling,2.1划分原则DividingPrinciples,1.快速减少下游河槽粗泥沙淤积;TherapiddegradationofthecoarsesandofChannelssedimentationdepositioninlower.2.治理面积相对较小,拦减粗泥沙量相对较多;Arelativelysmallareaandtherelativelylargeamountofcoarsesedimentreductioninterceptions.,3.对入黄水资源影响较小;LittleImpactoftheYellowRiverEnteredwaterResources.4.当地生态环境改善与下游河道减淤同步。PrincipletoimprovetheecologicalenvironmentandinthelowerreachesMinimizingdepositionofsynchronicity.,2.2分区指标Dividingindex,经过论证,以粒径0.1mm为粗泥沙界限,以粒径0.1mm的粗泥沙输沙模数1400t/(km2a)和700t/(km2a)为指标,对多沙粗沙区进行进一步划分。Afterverification,wetakethediameterlargerthan0.1mmindiameteraslimitsofcoarsesediment,andtake1,400tonssedimentmodulus(km2a)and700tons(km2a)whichhavelargerthan0.1mmdiametersedimentasanindicatortofurtherdividethesediment-ladenandcoarsesandareas.,2.3划分结果DividingResult,1区:F=1.88万km22区:F=2.06万km23区:F=3.92万km2,Way1:IndexselectionAccordingtotheaboveresultsandtheresearchresultsofzhangren,forestimatingtheeffectofdepositionanderosioninthelowerreachesoftheriver,Ifthefirst,secondandthirddistrictswereintercepted100milliontofsediment,thereductionofthelowerreachesoftheriverestimatedat0.7milliontons,0.5milliontonsand0.3milliontonsbylowervolume.,3多沙粗沙区各治理分区来沙对下游河道冲淤影响的估算Outlinetheareaofthesedimentoverloadedandcoarsesedimentregiontoestimatestheerosionandsedimentationoflowerreachesofariver,3多沙粗沙区各治理分区来沙对下游河道冲淤影响的估算Outlinetheareaofthesedimentoverloadedandcoarsesedimentregiontoestimatestheerosionandsedimentationoflowerreachesofariver,3.2多沙粗沙区不同程度治理后对黄河下游减淤量的估算Outlinetheareaofthesedimentoverloadedandcoarsesedimentregiontoestimatestheerosionandsedimentationoflowerreachesofariver.,way2Accordingtothesixstationandlowerreachessiltdepositionratiotocalculatesiltdepositionperunit.Wehadtheratiosare25%and33%,thedepositionsare2and0.95hundredmilliontons.,3多沙粗沙区各治理分区来沙对下游河道冲淤影响的估算Outlinetheareaofthesedimentoverloadedandcoarsesedimentregiontoestimatestheerosionandsedimentationoflowerreachesofariver,主要结论Conclusions多沙粗沙区得到不同程度治理后,在减少入黄沙量的同时,也减少了下游河道淤积量,随着各治理分区实施水土保持综合治理程度的提高,拦减的入黄泥沙越多,相应的减少河道淤积量也越多。AftertheSediment-ladenandCoarseSandAreaisunderthevaryingdegreegovernment,whilereducesintotheyellowsandquantity,alsoreducedthelowerreachessiltdepositionquantity,alongwitheachgovernmentdistrictimplementationconservati

温馨提示

  • 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
  • 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
  • 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
  • 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
  • 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
  • 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
  • 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

评论

0/150

提交评论