黄河内蒙古段河网概化研究
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摘要
河网概化是水利模型建立的关键,也是研究流域水环境的基础,针对如何科学合理的对流域河网进行概化并与实际河网基本一致这一问题。以黄河流域内蒙古段作为研究对象,基于河网概化原则并结合实际情况,利用MIKE11进行了针对性的河网概化研究。其结果表明:概化河道呈倒"U"形,其主要包括:断面概化、河道概化、断面参数选取和调蓄能力分析,断面总计600个,以梯形断面的棱柱形河道为主,断面选取距离为500m-2000m之间,上底为400-500m,下底为300-450m之间,梯形高为1.3-3.5m,可引入陆域宽度来模拟乌梁素海上圩外水面的调蓄作用。
引文
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[7]GAO Xueping.Numerical simulation of the hydraulic of side inlet/outlets[J].Journal of Hydrodynamics.2011,33(01):48-54
[8]Achi N J,Magnus U.Igboekwe.Journal of Water Resource and Protection[J].Scientific Research Publishing Journal,2011,17(03):192-198
[9]WANG Chichang,WU Jung liao,SU Yinsung.Applied mathematics and computation[J].Elsevier Journal,2012,219(3):1031-1039
[10]HU Dechao,ZHONG Deyu,WANG,Yong hui.A semi-implicit three-dimensional numerical model for nonhydrostatic pressure free-surface flows on an unstructured,sigma grid[J].International Journal of Sediment Research,2013,20(01):567-570
[11]Lau C A,D Piemontese.Flow regulation for water quality restoration in a river section[J].Journal of Computational and Applied Mathematics,2009,234(4):1267-1276
[12]杨松彬.嘉兴市区河网汇流数值模拟[D].浙江:浙江工业大学,2007
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[14]张志林,陈永明,夏姗姗,等.基于混合模型的河网输水能力计算[J].浙江:河南大学学报,2010,38(2):143-148
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[16]Katsuhiko I,Shinsuke Y,Hiroshi Y.Electrical conductivity and dielectric constant of novel proton conductor having oxygen deficient perovskite structure[J].Taylor&Francis Jouma,1980,8(1):567-570
[17]Xie Yongming,HU Xiaolin,Biswas J,et al.River network model and parameter estimation[J].International Journal of Environmental Studies,1994,46(2-3):103-114
[18]Stefan J,Martin P T.Estimating the recreational carrying capacity of a lowland river section[J].International Journal of Polymeric Materials,1980,8(1):567-570
[19]孙大勇.河网地区多功能河道断面研究[D].南京:河海大学硕士学,2005
[20]彭钜新.天然河流流量模数计算方法的探讨[J].水运工程,2003,357(10):40-42
[21]HAO Xuedi,LI Na,JIA Xuankai,ZHANG Shuangyu,WU Miao.Measurement of bulk modulus of elasticity of dense pastes and its effects on flow rate in long pipeline[J].Minerals Engineering,2013,49,145-153
[22]Anshu B M,William M R,George A Truskey.Flow and high affinity binding affect the elastic modulus of the nucleus,cell body and the stress fibers of endothelial cells[J].Annals of Biomedical Engineering,2007,35(7):567-570
[23]朱琰.太湖流域实时洪水调度系统研究[D].南京:河海大学,2003
[24]Simon A,Doyle M,Kondolf M F D,et al.Critical evaluation of how the rosgen classification and associated"natural channel design"methods fail to integrate and quantify fluvial processes and channel response[J]JAWRA Journal of the American Water Resources Association,2007,43(5):1117-1131
[25]P.Garcia P E,Alonso N B,Alegre J.Water storage capacity,stemflow and water funneling in Mediterranean shrubs[J].Journal of Hydrology,2010,389(3),363-372
[26]胡玮,董增川.太湖流域河网水流运动模拟研究[J].水文,2008,28(2):43-48
[27]Gurbuz K.An example of river course changes on a delta plain[J].Wiley Journal,2000,34(1):211-222
[28]LI Xianghu,ZHANG Qi,LI Yunliang.Validation the applicability of satellite based rainfall data for runoff simulation and water balance analysis[C].Proceedings of 2011 International Symposium on Water Resource and Environmental Protection,xian:Review of China Agricultural Science and Technology,2011:567-570
[29]D Falter,S Vorogushyn,J Lhomme et al.Hydraulic model evaluation for large-scale flood risk assessments elsevier Journal[J].Procedia Engineering,2013,27(9):1331-1340
[30]DONG Baomin,NI Debing,WANG Yuntong.Sharing a Polluted River Network[J].Environmental and Resource Economics,2012,53(3):367-387
[31]Tsz Y L,Randolph W F.River network completion without height samples using geometry-based induced terrain[J].Cartography and Geographic Information Science,2013,40(4):316-325
[2]王玲杰,孙世群,田丰.河流水质模拟问题的探讨[J].合肥工业大学学报,2005,28(3):260-265
[3]徐祖信.河流污染治埋规划理论与实践[M].北京:中国环境出版社,2003
[4]RAN Qihua,SU Danyang,FU Xudong,WANG GuangQian.A physics-based hydro-geomorphologic simulation utilizing cluster parallel computing[J].Science China,2013,30(8):1883-1895
[5]Howard A D.Drainage analysis in geological interpretation:A summation[J].Bull Amer Assoc Petroleum Geologists,1967,51(5):2246-2259
[6]Kanarska Y,Maderich V.A non-hydrostatic numerical model for calculating free-surface stratified flows[J].0-cean Dynamics,2003,27(3):212-213
[7]GAO Xueping.Numerical simulation of the hydraulic of side inlet/outlets[J].Journal of Hydrodynamics.2011,33(01):48-54
[8]Achi N J,Magnus U.Igboekwe.Journal of Water Resource and Protection[J].Scientific Research Publishing Journal,2011,17(03):192-198
[9]WANG Chichang,WU Jung liao,SU Yinsung.Applied mathematics and computation[J].Elsevier Journal,2012,219(3):1031-1039
[10]HU Dechao,ZHONG Deyu,WANG,Yong hui.A semi-implicit three-dimensional numerical model for nonhydrostatic pressure free-surface flows on an unstructured,sigma grid[J].International Journal of Sediment Research,2013,20(01):567-570
[11]Lau C A,D Piemontese.Flow regulation for water quality restoration in a river section[J].Journal of Computational and Applied Mathematics,2009,234(4):1267-1276
[12]杨松彬.嘉兴市区河网汇流数值模拟[D].浙江:浙江工业大学,2007
[13]杨松彬,董志勇.河网概化密度对平原河网水动力模型的影响研究[J].浙江:浙江工业大学学报,2007,35(5):567-570
[14]张志林,陈永明,夏姗姗,等.基于混合模型的河网输水能力计算[J].浙江:河南大学学报,2010,38(2):143-148
[15]Jahid G M H,Mohamma A B.Computer aided drainage design modeling for urban areas[J].Directory of Open Access Journals,2005,4(4):428
[16]Katsuhiko I,Shinsuke Y,Hiroshi Y.Electrical conductivity and dielectric constant of novel proton conductor having oxygen deficient perovskite structure[J].Taylor&Francis Jouma,1980,8(1):567-570
[17]Xie Yongming,HU Xiaolin,Biswas J,et al.River network model and parameter estimation[J].International Journal of Environmental Studies,1994,46(2-3):103-114
[18]Stefan J,Martin P T.Estimating the recreational carrying capacity of a lowland river section[J].International Journal of Polymeric Materials,1980,8(1):567-570
[19]孙大勇.河网地区多功能河道断面研究[D].南京:河海大学硕士学,2005
[20]彭钜新.天然河流流量模数计算方法的探讨[J].水运工程,2003,357(10):40-42
[21]HAO Xuedi,LI Na,JIA Xuankai,ZHANG Shuangyu,WU Miao.Measurement of bulk modulus of elasticity of dense pastes and its effects on flow rate in long pipeline[J].Minerals Engineering,2013,49,145-153
[22]Anshu B M,William M R,George A Truskey.Flow and high affinity binding affect the elastic modulus of the nucleus,cell body and the stress fibers of endothelial cells[J].Annals of Biomedical Engineering,2007,35(7):567-570
[23]朱琰.太湖流域实时洪水调度系统研究[D].南京:河海大学,2003
[24]Simon A,Doyle M,Kondolf M F D,et al.Critical evaluation of how the rosgen classification and associated"natural channel design"methods fail to integrate and quantify fluvial processes and channel response[J]JAWRA Journal of the American Water Resources Association,2007,43(5):1117-1131
[25]P.Garcia P E,Alonso N B,Alegre J.Water storage capacity,stemflow and water funneling in Mediterranean shrubs[J].Journal of Hydrology,2010,389(3),363-372
[26]胡玮,董增川.太湖流域河网水流运动模拟研究[J].水文,2008,28(2):43-48
[27]Gurbuz K.An example of river course changes on a delta plain[J].Wiley Journal,2000,34(1):211-222
[28]LI Xianghu,ZHANG Qi,LI Yunliang.Validation the applicability of satellite based rainfall data for runoff simulation and water balance analysis[C].Proceedings of 2011 International Symposium on Water Resource and Environmental Protection,xian:Review of China Agricultural Science and Technology,2011:567-570
[29]D Falter,S Vorogushyn,J Lhomme et al.Hydraulic model evaluation for large-scale flood risk assessments elsevier Journal[J].Procedia Engineering,2013,27(9):1331-1340
[30]DONG Baomin,NI Debing,WANG Yuntong.Sharing a Polluted River Network[J].Environmental and Resource Economics,2012,53(3):367-387
[31]Tsz Y L,Randolph W F.River network completion without height samples using geometry-based induced terrain[J].Cartography and Geographic Information Science,2013,40(4):316-325