Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/71533
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dc.contributor.authorLi, YSen_US
dc.contributor.authorPang, Yen_US
dc.date.accessioned2017-12-28T06:26:17Z-
dc.date.available2017-12-28T06:26:17Z-
dc.date.issued2001-
dc.identifier.citation水动力学研究与进展(A辑) (Chinese Journal of Hydrodynamics), 2001, v. , no. 2, p. 143-155en_US
dc.identifier.issn1000-4874-
dc.identifier.urihttp://hdl.handle.net/10397/71533-
dc.description.abstract对珠江三角洲河网区河道进行了概化,利用一维非恒定流基本方程组,河网节点连结方程及边点方程建立了珠江三角液河网区水动力学模型,将参加计算的方程分成微段,河段,汊点三级,采用逐级处理再联合运算的方法(即所谓的三级联解法),求得河网中各计算断面的水位,流量等值,利用丰,平,枯,三期的实测资料对模型参数进行了率定,率定后的模型计算值和实测值吻合较好。en_US
dc.description.sponsorshipDepartment of Civil and Environmental Engineeringen
dc.language.isozhen_US
dc.publisher中国船舶科学研究中心等en_US
dc.relation.ispartof水动力学研究与进展(A辑) (Chinese Journal of Hydrodynamics)en_US
dc.titleHydrodynamic model for river network in Pearl River Deltaen_US
dc.title.alternative珠江三角洲地区河网水动力学模型研究-
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage143-
dc.identifier.epage155-
dc.identifier.issue2-
dc.identifier.rosgroupidr01812-
dc.description.ros2000-2001 > Academic research: refereed > Publication in refereed journal-
dc.description.validatebcma-
Appears in Collections:Journal/Magazine Article
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