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地理学报  2015 

近50年来长江河口分汊型河槽水体和泥沙容量的变化过程

DOI: 10.11821/dlxb201505013, PP. 828-836

Keywords: 最大进潮量,河槽水体容量,河槽悬沙量,GIS,长江河口

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Abstract:

根据1958-2013各年代长江河口河槽海图水深资料,利用Arcmap地图分析软件建立不同时期的水深数据库,以河口河槽水体和泥沙容量为研究对象,结合典型潮汐过程和典型年代水沙同步实测资料,计算长江口各分汊河槽最大理论进潮量和悬沙含量,探讨近50年来长江分汊型河口河槽水体和泥沙容量的变化过程和影响因素。结果表明①北港河槽总体稳定,南港河槽仍处于发育阶段,南港河槽发育中心在南港下段,北港河槽上段区域略有萎缩;②目前,南、北槽河槽由于工程影响仍处于持续调整过程中,进潮量主增区域在南港和南槽,北槽发育模式已经被固定和限制。③近30年来,由于流域来水来沙减少,同时北槽深水航道工程的建设,使南、北槽进潮量和悬沙通量及其比例均发生了显著变化;④南北港水道悬沙量主要集中于北港下段及南北槽区域,其洪枯季悬沙含量的变化主要受冬夏季风和海洋动力条件的影响。

References

[1]  YunCaixing.RecentDevelopmentsoftheChangjiangEstuary.Beijing:ChinaOceanPress,2004:1-20.[恽才兴.长江河口近期演变基本规律.北京:海洋出版社,2004:1-20.]
[2]  ChenJiyu,YunCaixin,XuHaigen.ThedevelopmentmodeloftheChangjiangEstuaryduringthelast2000years.ActaOceanologicaSinica,1979,1(1):103-111.[陈吉余,恽才兴,徐海根.两千年来长江口发育的模式.海洋学报,1979,1(1):103-111.]
[3]  GaoJin.TheevolutionalruleofChangjiangRivermouthandhydrodynamiceffect.ActaGeographicaSinica,1998,53(3):264-269.[高进.长江河口的演变规律与水动力作用.地理学报,1998,53(3):264-269.]
[4]  PanXuefeng,ZhangYing,ZhangDong.DiscusstheevolutiontrendoftheSouthBranchofYangtzeEstuarybasedonwaterdepthremotesensing.HarborEngineeringTechnology,2007(2):57-61.[潘雪峰,张鹰,张东.基于水深遥感的长江口南支演变趋势探讨.港工技术,2007(2):57-61.]
[5]  LiuJie,ChenJiyu,XuZhiyang.River-bedevolutioninthebraidedreachofthesouthandnorthpassageafterimplementingYangtzeestuarydeepwaternavigationalimprovements.AdvancesinWaterScience,2008,19(5):605-612.[刘杰,陈吉余,徐志扬.长江口深水航道治理工程实施后南北槽分汊段河床演变.水科学进展,2008,19(5):605-612.]
[6]  LiuJie,XuZhiyang,ZhaoDezhao,etal.Changeofre-siltationintheYangtzeEstuarydeepwaterchannelduring1stand2ndstages.JournalofSedimentResearch,2009(2):22-28.[刘杰,徐志杨,赵德招,等.长江口深水航道(一、二期工程)回淤变化.泥沙研究,2009(2):22-28.]
[7]  ZhouHai,ZhangHua,RuanWei.DistributionofmaximumturbidityanditsinfluenceonthesedimentationofNorthPassagebeforeandaftertheconstructionofthefirststageofYangtzeEstuaryDeepwaterChannelRegulationProject.JournalofSedimentResearch,2005(5):58-65.[周海,张华,阮伟.长江口深水航道治理一期工程实施前后北槽最大浑浊带分布及对北槽淤积的影响.泥沙研究,2005(5):58-65.]
[8]  LiuJie,ChenJiyu,LeJiahai,etal.Effectoftheimplementationofthefirst-stageprojectofthedeepwaterchannelregulationintheYangtzeRiverEstuaryontheerosionanddepositionintheSouthPassage.JournalofSedimentResearch,2005(5):40-44.[刘杰,陈吉余,乐嘉海,等.长江口深水航道治理一期工程实施对南槽冲淤演变的影响.泥沙研究,2005(5):40-44.]
[9]  LiuJie,ChenJiyu,LeJiahai,etal.Erosion-depositionanalysesonthenorthpassageafterimplementingthefirststageprojectoftheYangtzeestuarydeepwaterchannelregulation.JournalofSedimentResearch,2004(5):15-22.[刘杰,陈吉余,乐嘉海,等.长江口深水航道治理一期工程实施后北槽冲淤分析.泥沙研究,2004(5):15-22.]
[10]  MaoZhichang,YuZhiying,XuHaigen.TheResearchofTidalFlatinShanghai.Shanghai:EastChinaNormalUniversityPress,2014.[茅志昌,虞志英,徐海根.上海潮滩研究.上海:华东师范大学出版社,2014.]
[11]  AlexanderSKolker,MichaelDMiner,DallonWeathersH.Depositionaldynamicsinariverdiversionreceivingbasin:ThecaseoftheWestBayMississippiRiverDiversion.Estuarine,CoastalandShelfScience,2012(106):1-12.
[12]  LiMing,YangShilun,LiPeng,etal.DrasticdecreaseinsedimentsupplyfromYangtzeRiverandcoastalcrisis.ActaGeographicaSinica,2006,61(3):282-288.[李明,杨世伦,李鹏,等.长江来沙锐减与海岸滩涂资源的危机.地理学报,2006,61(3):282-288.]
[13]  WuHualin,ShenHuanting,MaoZhichang.CalculationoftheamountofsiltationanderosionintheSouthandNorthchannelintheChangjiangEstuaryanditsevolution.JournalofSedimentResearch,2004(3):75-80.[吴华林,沈焕庭,茅志昌.长江口南北港泥沙冲淤定量分析及河道演变.泥沙研究,2004(3):75-80.]
[14]  LiuJie,ChenJiyu,ChenShenliang.StudyongeomorphologyevolutionofNanhuieasternmudflat.JournalofSedimentResearch,2007(6):47-52.[刘杰,陈吉余,陈沈良.长江口南汇东滩滩地地貌演变分析.泥沙研究,2007(6):47-52.]
[15]  GongCailan,YunCaixing.FloodsrebuildingtheriverbedoftheChangjiangEstuary.TheOceanEngineering,2002,20(3):94-97.[巩彩兰,恽才兴.长江河口洪水造床作用.海洋工程,2002,20(3):94-97.]
[16]  YangShilun,ZhuJun,ZhaoQingying.ApreliminarystudyontheinfluenceofChangjiangRiversedimentsupplyonsubaqueousdelta.ActaOceanologicaSinica,2003,25(5):83-91.[杨世伦,朱骏,赵庆英.长江供沙量减少对水下三角洲发育影响的初步研究:近期证据分析和未来趋势估计.海洋学报,2003,25(5):83-91.]
[17]  LiPeng,YangShilun,DaiShibao,etal.Accretion/erosionofthesubaqueousdeltaattheYangtzeEstuaryinrecent10years.ActaGeographicaSinica,2007,62(7):707-716.[李鹏,杨世伦,戴仕宝,等.近10年来长江口水下三角洲的冲淤变化:兼论三峡工程蓄水的影响.地理学报,2007,62(7):707-716.]
[18]  ShenHuanting,PanDing'an.TurbidityMaximumintheChangjiangEstuary.Beijing:ChinaOceanPress,2001.[沈焕庭,潘定安.长江河口最大浑浊带.北京:海洋出版社,2001.]
[19]  ChenShenliang,ZhangGuoan,YangShilun,etal.TemporalandspatialchangesofsuspendedsedimentconcentrationandresuspensioninYangtzeRiverEstuaryanditsadjacentwaters.ActaGeographicaSinica,2004,59(2):260-266.[陈沈良,张国安,杨世伦,等.长江口水域悬沙浓度时空变化与泥沙再悬浮.地理学报,2004,59(2):260-266.]
[20]  ZangGuoan,YuZhiying,HeQing,etal.Primaryanalysisonsedimentmotionbefore&after1stphaseengineeringofthedeepwaterwaysinChangjiangEstuary.JournalofSedimentResearch,2003(2):31-38.[张国安,虞志英,何青,等.长江口深水航道治理一期工程前后泥沙运动特性初步分析.泥沙研究,2003(2):31-38.]
[21]  LiZhanhai,ChenShenliang,ZhangGuoan.Thestudyongrain-sizedistributionofsuspendedsedimentandresuspensionprocessontheChongmingeastintertidalandsubtidalzonesintheChangjiangEstuaryinChina.ActaOceanologicaSinica,2008,30(6):154-163.[李占海,陈沈良,张国安.长江口崇明东滩水域悬沙粒径组成和再悬浮作用特征.海洋学报,2008,30(6):154-163.]

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