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地理学报  2012 

洋山港海域潮动力特征及其对工程的响应

DOI: 10.11821/xb201209012, PP. 1282-1290

Keywords: 洋山深水港,潮动力,非线性特征,壅水,驻波

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Abstract:

距上海陆域外约32km的洋山港是以小洋山岛链为基础建造的中国首个离岸式深水港口,其港区陆域是通过封堵北岛链三个主要汊道并抛填成陆而成。大规模的封堵陆连工程改变了该海域的地形边界条件,海域潮动力特征也随之响应。通过对洋山港海域堵汊陆连工程前后潮位及潮流实测资料的分析研究,发现洋山港海域的潮动力特征主要表现在海域潮波倍潮及复合潮增幅随工程的进行而增大,潮动力表现出明显的非线性特征;海域中部发生壅水;海域潮波向驻波性质变异并于憩流时段引发环状流场。

References

[1]  YangZhongyong,LiNa,YuZhiyingetal.PreliminaryresearchontheimpactofblockingbranchonthetopographyofseabedinYangshanPort.MarineScienceBulletin,2010,29(2):166-171.[杨忠勇,李娜,虞志英等.洋山港区堵汊工程对海底地形影响初探.海洋通报,2010,29(2):166-171.]
[2]  ZhangZhilin,ZhuQiaoyun,ChenJianminetal.InfluenceofblockedbifurcationalongQiquArchipelagoonerosionandsedimentationofseabedatYangshanDeepwaterHarbor.JournalofYangtzeRiverScientificResearchInstitute,2010,27(12):5-16.[张志林,朱巧云,陈建民等.崎岖列岛堵汊工程对洋山深水港区冲淤影响分析.长江科学院院报,2010,27(12):5-16.]
[3]  ZuoSH,ZhangNC,LiBetal.NumericalsimulationoftidalcurrentanderosionandsedimentationintheYangshandeep-waterharborofShanghai.InternationalJournalofSedimentResearch,2009,24:287-298.
[4]  LorentzHA.Calculatingtheresistancefluctuatingoffluidmovement.TheEngineer,1922,37:695.[LorentzHA.Hetinrekeningbrengenvandenweerstandbijschommelendevloeistofbewegingen.DeIngenieur,1922,37:695.]
[5]  FriedrichsCT,AubreyDG.Tidalpropagationinstronglyconvergentchannels.JournalofGeophysicalResearch,1994,99(15):3321-3336.
[6]  NielsA.Non-lineartidesinWaddensystems:Modellingtheeffectofmassandmomentumtransferbetweenchannelsandflats[D].UtrechtUniversity,2011.
[7]  JiangChengjuan.Effectsofthedeepwaterwayprojectonhydrodynamics,sedimentdynamicsandmorphologicalevolutioninthenorthpassageoftheYangtzeEstuary[D].Shanghai:EastChinaNormalUniversity,2012.[蒋成娟.长江河口北槽水沙过程和地貌演变对深水航道工程的响应[D].上海:华东师范大学,2012.]
[8]  FengShizuo,LiFengqi,LiShaojing.AnIntroductiontoMarineScience.Beijing:HigherEducationPress,1999,195-196.[冯士筰,李凤岐,李少菁.海洋科学导论.北京:高等教育出版社,1999:195-196.]
[9]  YingXiaoming.TheeffectofconstructionofYangshanDeepwaterHarboronmorphologicalchangeandmechanismanalysis[D].Shanghai:EastChinaNormalUniversity,2011.[英晓明.洋山港建设对海床冲淤演变影响及机制研究[D].上海:华东师范大学,2011.]
[10]  JayDA,SmithJD.Residualcirculationinshallowestuaries:2.Weaklystratifiedandpartiallymixed,narrowestuaries.JournalofGeophysicalResearch1990,95(C1):733-748.
[11]  HuijtsKMH,SchuttelaarsHM,deSwartHEetal.Lateralentrapmentofsedimentintidalestuaries:Anidealizedmodelstudy.JournalofGeophysicalResearch,2006,111,C12016,doi:10.1029/2006JC003615.
[12]  WangBaocan,HuangYangsong.HydrodynamicsandMorphologicalEvolutioninCoastalAreas.Shanghai:EastChinaNormalUniversityPress,1989:12-14.[王宝灿,黄仰松.海岸动力地貌.上海:华东师范大学出版社,1989:12-14.]
[13]  XieWenhui,ChenShenliang,GuGuochuanetal.DynamicalcharacteristicsofcurrentandsuspendedsedimentoftheQiquArchipelago.DonghaiMarineScience,2000,18(2):1-8.[谢文辉,陈沈良,谷国传等.崎岖列岛邻近海域的水文泥沙特征.东海海洋,2000,18(2):1-8.]
[14]  ChenShenliang.Hydrodynamics,sedimentsandstrait-channeleffectsfortheQiquArchipelago.ActaOceanologicaSinica,2000,22(3):123-130.[陈沈良.崎岖列岛海区的水文泥沙及其峡道效应.海洋学报,2000,22(3):123-130.]
[15]  LiYuzhong,ChenShenliang.SimilaritiesbetweenYangshanHarborSeaareaandtheYangtzeEstuary.ActaGeographicaSinica,2002,57(6):662-670.[李玉中,陈沈良.洋山港海域与长江口相似性研究.地理学报,2002,57(6):662-670.]
[16]  LiYuzhong,ChenShenliang.SeparationandconvergenceofresidualflowsinYangshanHarborarea.JournalofHydraulicEngineering,2003,(5):24-34.[李玉中,陈沈良.洋山港海域余流分离和汇聚现象研究.水利学报,2003,(5):24-34.]
[17]  YanXinxing.AnalysisofnaturalconditionsandsedimentsourceofShanghaiYangshanHarborarea.JournalofWaterwayandHarbor,2000,(3):33-36.[阎新兴.上海洋山港区的自然条件及泥沙来源分析.水道港口,2000,21(3):33-36.]
[18]  YanXinxing,LiuGuoting.OnsedimentcharacteristicsofwaterareaofShanghaiYangshanHarbor.JournalofWaterwayandHarbor,2003,24(4):174-180.[阎新兴,刘国亭.上海洋山港水域沉积特征研究.水道港口,2003,24(4):174-180.]
[19]  ChenShenliang.ErosionandaccretioncharacteristicsandtheircausesintheQiquArehipelagointherecentcentury.MarineScienceBulletin,2000,19(1):58-67.[陈沈良.崎岖列岛海区百年冲淤特征及其原因.海洋通报,2000,19(1):58-67.]
[20]  ZuoShuhua,LiBei,YangHua.AnalysisonerosionandaccretioncharacteristicsinthechannelduringconstructionperiodofYangshanHarbor.JournalofWaterwayandHarbor,2009,30(1):14-19.[左书华,李蓓,杨华.洋山港建设时期海域通道冲淤变化特征分析.水道港口,2009,30(1):14-19.]
[21]  YingXM,DingPX,WangZBetal.MorphologicalimpactoftheconstructionofanoffshoreYangshandeepwaterharborintheportofShanghai,China.JournalofCoastalResearch,2012:163-173.
[22]  SpeerPE.Tidaldistortioninshallowestuaries[D].CambridgeUniversity,1984.
[23]  SpeerPE,AubreyDG.Astudyofnon-lineartidalpropagationinshallowinlet/estuarysystems(Part2):Theory.Estuarine,CoastalandShelfScience,1985,21:207-221.
[24]  ParkerB.B.Therelativeimportanceofthevariousnon-linearmechanismsinawiderangeoftidalinteractions(review)//ParkerBB.TidalHydrodynamics.NewYork:John&Sons,1991:237-268.
[25]  FriedrichsCT,MadsenO.Nonlineardiffusionofthetidalsignalinfrictionallydominatedembayments.JournalofGeophysicalResearch,1992,97(C4):5637-5650.
[26]  ChenWei,LiJiufa,LiZhanhaietal.ThesuspendedsedimenttransportationanditsmechanisminstrongtidalreachesofthenorthbranchoftheChangjiangEstuary.ActaOceanologicaSinica,2012,34(2):84-91.[陈炜,李九发,李占海等.长江口北支强潮河道悬沙运动及输移机制.海洋学报,2012,34(2):84-91.]
[27]  SouzaAJ,HillAE.Tidaldynamicsinchannels:Singlechannels,JournalofGeophysicalResearch,2006,111,C09037,doi:10.1029/2006JC003469.
[28]  YinJ,FalconerRA,ChenYetal.Waterandsedimentmovementsinharbors.AppliedEnergy,2000,67:341-352.

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