Article(id=1242116900482782073, tenantId=1146029695717560320, journalId=1146031591421210625, issueId=1242116874692006712, articleNumber=null, orderNo=null, doi=null, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1236700800000, receivedDateStr=2009-03-11, revisedDate=-2209017600000, revisedDateStr=1900-01-01, acceptedDate=null, acceptedDateStr=null, onlineDate=1169654400000, onlineDateStr=2007-01-25, pubDate=1169654400000, pubDateStr=2007-01-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1169654400000, onlineIssueDateStr=2007-01-25, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1774073346486, creator=sys-migrate, updateTime=1774073346486, updator=sys-migrate, issue=Issue{id=1242116874692006712, tenantId=1146029695717560320, journalId=1146031591421210625, year='2007', volume='25', issue='0702', pageStart='1', pageEnd='80', issueExtLink='null', onlineDate='null', pubDate='1169654400000', pubDateStr='2007-01-25', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=3, issueType=-1, specialIssue=null, createTime=1774073340337, creator='sys-migrate', updateTime=1774073340337, updator='sys-migrate', preIssue=null, nextIssue=null, articleTotal=null, ext=null, issueFiles=null, downloadFileDto=null}, startPage=50, endPage=53, ext={EN=ArticleExt(id=1242116905201374092, articleId=1242116900482782073, tenantId=1146029695717560320, journalId=1146031591421210625, language=EN, title=Study on Movable-bed Model Test for the First Tunnel Drilling Project Under the Yangtze River in Wuhan, columnId=1242116080374710456, journalTitle=Science & Technology Review, columnName=Articles, runingTitle=null, highlight=null, articleAbstract=The first tunnel drilling project under the Yangtze River is being carried out, in order to solve the problem of congestion of communications on Yangtze River in Wuhan. The movable-bed model test is designed to study the variations of river regimes, scour-accretions of river bed, fluvial processes, flow velocities, flow patterns and erosions of the tunnel cross-section. Reliable results are obtained, and a preliminary basis for tunnel design is provided., authors=,, authorsList=;, authorCompany=null, correspAuthors=null, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=WS2DbdzrAYf8dT3i51ESTg==, pdfFileSize=826916, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, fund=null), CN=ArticleExt(id=1242116902835782206, articleId=1242116900482782073, tenantId=1146029695717560320, journalId=1146031591421210625, language=CN, title=武汉长江第一越江隧道工程动床模型, columnId=1146540929516700224, journalTitle=科技导报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=长江对武汉市三大市区的交通影响很大，城市发展，过江交通日益拥塞。为解决这一问题，长江第一隧道现正设计、施工。在隧道工程定床河工模型试验的基础上又进行了动床模型试验，目的是研究隧道对河势、河床冲淤、洲滩变迁、流速分布、主流摆幅等的变化影响，以及隧道断面处的冲刷深度，为隧道工程安全和设计决策提供科学依据。, authors=汪明娜¹,旺达², authorsList=汪明娜;旺达, authorCompany=1.水利部长江水利委员会长江科学院2.水利部长江水利委员会长江水资源保护科学研究, correspAuthors=null, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=LcWSHHGhH4pTp7s2ERATqQ==, pdfFileSize=826916, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, fund=null)}, authors=null, keywords=[Keyword(id=1242116902328271416, tenantId=1146029695717560320, journalId=1146031591421210625, articleId=1242116900482782073, language=CN, orderNo=1, keyword=动床模型试验), Keyword(id=1242116902407963193, tenantId=1146029695717560320, 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