|
| 书名 |
大比降卵砾石河流水沙运动规律及河道治理研究 | | 丛书多卷书否 |
N | | ISBN |
978-7-5170-3868-9 | | 主要责任者 |
胡江,周壬旭,杨胜发,付旭辉,陈绍文,刘勇,许祥猛 | | 责任方式 |
著 | | 出版者 |
中国水利水电出版社 | | 出版地 |
北京 | | 出版日期 |
2015-11 | | 页码 |
1-161 | | 字数 |
249 | | 开本 |
16 | | 定价 |
36.00 | | 作品语种 |
中 | | 整书中图分类号 |
①TV143②TV85 | | 参考文献 |
[1]A.R.Maxwell and A.N.Papanicolaou.Step-pool morphology in high-gradient streams.International Journal of Sediment Research,Vol.16.No.3,2001,380-390.
[2]Ackers,1958.Resistance to Fluids Flowing in Channels and Pipes,J of Hydraulic Research,IAHR,Paper No.1,Her Majesty＇s Stationary Office,London.
[3]Alam,A.M.Z.and J.F.Kennedy,“Friction Factors Flow in Sand Bed Channels”,J.Hyd.Div.,Proc.,Amer.Soc.Civil.Engrs.,Vol.95,No.HY6,1969,1973-1992.
[4]ASCE Task Force Committee of the Hydraulic Division,1963.Friction Factors in Open Channels: Progress Report of the Task Force on Friction factors in Open Channels of the Committee of the Hydranlic Div.,ASCE,Vol.97,HY1,January.
[5]Bathurst,J.G..Flow Resistanc Estimation in Mountain Rivers.J.Hyd.Engrg.,ASCE,Vol.111,No,4,625-643.
[6]Bathurst,J.G.Flow Resistance of large scale Roughness[J].J Hydr Div,ASCE,1978,104: (HY12):1587-1603.
[7]Bathust J.G.,et al,Hydraulic of Mountain Rivers.Civil Engineering Department,1979.
[8]Bathust J.G.,et al,Resistance equation for Large-scale Roughness.J Hydy Div,ASCE,1981,107 (12),1593-1613.
[9]Bettess,R.1999,Flow resistence equation for gravel bed rivers,Proc.Of the IAHR,Graz,Austria,179-188.
[10]Billi,D Agostino,V.,Lenzi,M.A.and Marchi,L.1998,Bedload slope and Slope and channel processes in a high-altitude alpine torrent.Gravel-bed Rivers in the Enviroment.Ed.C.Klingeman et al.Water Research Publications,LLC.HighLands ranch,Co.
[11]Bray,D.L.,“Estimating Average Velocity in Gravel Bed Rivers”,J.Hyd.Div.,Proc.,Amer.Soc.Civil Engrs.,Vol.105,No.HY9,1979,1103-1127.
[12]Colebrook,C.F.,& White,C.M.,1937.Experiments with fluid friction in roughened pipes,Proc.Roy.Soc.,A,161,367-381.
[13]Day T.J.Discussion of Resistance Equation for Alluvial-Channel Flow.J Hydr Div,ASCE,1977,103 (HY5): 582-584.
[14]Einstein,H.A.and Barbarossa,N.L.,“River channel roughness.” Trans.ASCE.,117,1952,1121-1146.
[15]Engelund,F.and E.Hansen,“A Monograph on Sedment Transport in Alluvial Streams”,Teknisk Forlag,Copenhagen,1972,62.
[16]Engelund,F.,1964.Flow Resistance and Hydraulic Radius,ACTV,Civ.Engg.No.24,UDC 532.543.1,Copenhagen.
[17]Engelund,Fand.Fredsoe.J,Sediment,ripples and dunes,Annual Review of Fluid Mechanics,Vol.14,1982,13-38.
[18]Flammer G H,el al.Free surface,velocity gradient flow past hemishere[J].J Hydr,Div,ASCE,1970,96 (HY7): 1485-1502.
[19]Gole,C.V.and S.V.Chitale.Inland Delta Bulidings Activity of Kosi River,J.Hyd.Div.,Proc.Amer.Soc.Civil Engrs.,Vol.92,No.HY2.1966,111-126.
[20]Hey R.D.Flow Resistance in Gravel-bed Rivers.J Hydr Div,ASCE.1979,105 (HY4):365-379.
[21]Hooke,R.L.and W.L.Rohrer.Geometry of Alluvial Fans: Effect of Discharge and sediment Size,Earth surface Process,Vol.5.1979,147-166.
[22]Jayaraman,V.V.,1970.Resistance Studies on Smooth Open Channels,J.Hydraulic Div.,ASCE,Vol.96,No.HY5,May.
[23]JTJ 285—290,航道整治工程技术规范[S].
[24]Kanäle and Geschlossene Leitungen”, Mitt.No.16 des Eidgenössische Amtes für WasserWirtschaft,bern,Switzenland.
[25]Keulegan,G.H.,1938.Laws of Turbulent Flow in Open Channels,Journal of Research of the National Bureau of Standards,Research Paper 1151,Vol.21,707-741,Washington DC,December.
[26]Kilgore,R.T.and Young,G.K.1993,Riprap Incipient motion and Shields Parameter,Proc.Nat＇l Conf.On Hyd.Engrg.,ASCE,New York,NY,1552-1557.
[27]Klingeman,C.and W.W.Emmett,1982.Gravel Bed-Load Transport Processes,in Gravel -Bed Rivers,ed.By R.D.Hey et al.,John Wiley and Sons,1982.141-179.
[28]Knight,D.W.& Brown,F.A 2001.Resistance Studies of Overbank Flow in Rivers with Sediment Using the Flood Channel Facility,J.of Hydraulic Research,IAHR,Vol.39,No.3,March.
[29]Krumbein,W.C.,“Measurement and Geological Significance of Shape and Roundness of Sedimentary Particles”,J.Sedim.Petro.,Vol.11,1941,64-72.
[30]Lane,E.W.,“Progress Report of Studies on the Design of Stable Channels by the Bureau of Reclamation”,Proc.,Amer.Soc.Civil.Engrs.,Vol.79,No.280,1953.
[31]Leopold,L.B.,M.G.Wolman and J.Miller.Fluvial Processes in Geomorphology,W.H.Freeman and Co.1964.
[32]Lewis,C.and B.C.MeDonald,“Rivers of the Yukon North Slope”,Proc.Hydrology Symon Fluvial Processes and Sedimentation,Univ.Alberta,1973,251-271.
[33]Limerinos,J.T.,“Deterination of Manning Coefficient from Measured Bed Roughness in Natural Channels”,Water Supply Paper 1898-B,U.S.Geol.Survey,1970.
[34]Maxwell,A.R.2000,geomorphologic Characteristics of High Gradient Gravel Bed Streams.MS Thesis,Washington State University,Pullman WA,May.
[35]Meyer-Peter,E.and R.Müller,“Formula for Bed Load Transport”,Proc.,2nd.Meeting,Intern.Assoc.Hyd.Res.,Vol.6,1948.
[36]Meyer-Peter,E.,H.Favre and H.A.Einstein.“Neuere Versuchsresutate Uber den Geschiebetrieb”,Schweiz.Bauzeitung,Vol.103,No.12,1934,147-150.
[37]Miller,M.C.,I.N.MeCave and D.Komar,“Threshold of Sediment Motion Under Unidirectional Currents”,Sedimentology,Vol.24,No.4,1977,507-527.
[38]Mohammadi,M.1998.Resistance to Flow and the Influence of Boundary Shear Stress on Sediment Trandport in Smooth Rigid Boundary Channels,PhD Thesis,School of Civil Engineering,The University of Birmingham,England.
[39]Nalluri,C.& Adepoj u,B.A.1985.Shape effects on Resistance to Flow in Smooth Channels of Circular Cross-section,J.Hydraulic Research,IAHR,Vol.23,N0.1,37-46.
[40]Padmore,C.L.,Newson,M.D.and Charlton,E.1998,Instream habitat in gravel-bed rivers: identification and characterization of biotopes.Gravel-bed rivers in the enviroment,ed.C.Klingeman et al.,Water Research Publications,LLC.HighLands ranch,Co.
[41]Pcakall.,J.,Ashworth,,and Best,J.1996,Physical morphology in fluvial geomorphology:Principles,applications and unresolved issues,Proc,27th Binghamton Symposium in geomorphology.John Wiley & Sons,Ltd.
[42]Pillai,N.N.1970.On Uniform Flow through Smooth Rectangular Open Channels,J.Hydraulic Research,IAHR,Vol.1.paper A5,288-296.
[43]Pillai,N.N.1977.Effects of Shape on Uniform Flow through Smooth Rectangular Open Channels,J.Hydraulic Eng.,ASCE,Vol.123,No.7,July.
[44]Powell,R.W.,1944.Flow in a channel of Definite Roughness,Transactions,ASCE,paper No.2276,531-566.
[45]Powell,R.W.,1949.Resistance to Flow in Smooth Channels,Transactions,AGU,Vol.30 (6),875-878.
[46]Powell,R.W.,1950.Resistance to Flow in Rough Channels,Transactions,AGU,Vol.31(4),575-582.
[47]Raudkivi,A.J,Analysis of resistance in alluvial channels,HY5,ASCE,1967,73-84.
[48]Rehme,K.1972.Pressure Drop Performance of Rod Bundles in Hexagonal Arrangements,Int.J.Heat Mass Transfer,Vol.15,2499-2517,Pergamon Press,Printed In UK.
[49]Report No.FHWA-RD_162,Countemeasures for Hydraulic Problems at Bridges,Vol.I,Analysis and Assessment,Final Report,Prepared for Federal Highway Addminstration,Washington D.C.20590.1978.
[50]Ryckoczi,L.,“Experiment Study of Flume Bed Roughness”,Proc.,12th Cong.,Intern.Assoc.Hyd.Res.,Vol.1,1967,181-186.
[51]Shields,A.,“Anwendung der Aechlichkeitsmechanik und der turbulenzforschung auf die Geschiebewegung”,Mitt.Preussische Versuchsanstalt für Wasserbau und Schiffbau,Berlim,1936.
[52]Sterling,M.1997.The Distribution of Boundary Shear Stress in a Open Channel Circular Conduit Running Part full,PhD Thesis,University of Birmingham,Birmingham,England.
[53]Stevens,M.A.and D.B.Simons,“Sability Analysis for Coarse Granular Material on Slopes”,in River Mechanics,by H.W.zzsdQED Shen (ed.),Vol.1,1971.
[54]Strickler, K., “Beiträge Zur Frage der Geschwindigkeitsformel und der Raukigeitszahlen Für Strom Kanäle und Geschlossene Leitungen”, Mitt.No.16 des Eidgennässische Amtes für Wasser Wirtschaft,Bern,Switzerland.
[55]Suszka,L.1991,Modification of transport rate formula for steep channels.Lecture Notes in Earth Sciences,ed.A.Armanini and G.Disilvio,Springer-Verlag,Berlin,545-579.
[56]Tison,L.J.,“Etude des Conditions dans Lesquelles les Particules Solides sont Transportées dans les Courants à Lit Mobiles”,Proc.,Assoc.Intern.Sci.Hydro.,Assemblée Générale d’Oslo,Tome 1,1948,293-310.
[57]Wadell.H.Volume,Shape and Roundness of Rock Particles.Proc.2nd Hyd.Conf.State Univ.Iowa.1943.
[58]Whittaker,J.G.,1987,Sediment Transport in Step-Pool Streams,Sediment Transport in Gravel-Bed Rivers,eds.C.R.Thorne,J.C.Bathurst and R.D.Hey,John WiLey &Sons,Ltd.,545-579.
[59]Yalin,M.S,Mechanics of sediment transport,Pergamon Press,Oxford,1977.
[60]Yalin,M.S.River Mechanics,Pergamon Press,Oxford,1992.
[61]Yang sheng-fa,Hu Jiang.etc.New Data and Formulas for Resistance Flow in Fluvial Open Channels.Journal of Hydrodynamics,Ser.B.2011.
[62]Yu Bangyi.Flow resistance of large scale Roughness in open channel[R].Wuhan: Internations Symposium on Hydrolic Research in Nature and Laboratory,Wuhan,China,1992,(11): 17-20.
[63]Zingg.Th.Beitrage Zur Schotteranalyse.Schweiz.Min.u.Pet.Vol.15.1935
[64]曹叔尤,方铎.河流动力学进展.水科学进展,1992,3 (4): 319-325.
[65]曹叔尤,刘兴年,方铎,李昌志.山区河流卵石推移质值得输沙特性.泥沙研究,2000(4): 1-4.
[66]陈秀万.洪水灾害损失评估系统——遥感与GPS系统研究,1999.2.
[67]陈稚聪,王光谦,詹秀玲.细颗粒塑料沙的群体沉速和起动流速试验研究.全国水动力学研讨会文集.北京: 科学出版社,1993: 126-135.
[68]程昌华,刘晓平,唐寿鑫.航道工程学.北京: 人民交通出版社,2001.
[69]大中桥孔设计研究汇总工作会议编1976.大中桥孔设计研究报告,1976.
[70]窦国仁.论泥沙起动流速.水利学报,No.4,1960.
[71]方达宪.丁坝冲刷机理和防护措施.合肥工业大学学报,2006 (11) .
[72]方宗岱.浅水河流河床演变的斜河现象.方宗岱江河治理,1992.
[73]韩明辉,马秀琴.精煤模型沙起动流速实验研究.长江科学院院报,1994,15 (2): 85-87.
[74]韩其为,何明民.泥沙起动规律及起动流速.北京: 科学出版社,1999.
[75]韩其为,何明民.泥沙运动统计理论.北京: 科学出版社,1984.
[76]胡江,杨胜发,周华君,严以新.新疆宽浅变迁河流桥位河段壅水研究.水科学进展,2007 (3).
[77]胡江,杨胜发,周华君,严以新.新疆宽浅变迁河流桥墩局部冲刷研究.水动力学研究与进展,2007 (3) .
[78]胡向阳.三峡工程泥沙问题研究综述.人民长江,Vol.31,No.1.2001,22-24.
[79]华国祥.泥沙起动流速.成都工学院学报,1965,No.1,1965.
[80]黄伦超,许光祥.水工与河工模型试验.郑州: 黄河水利出版社,2008: 1-6.
[81]黄岁梁,陈稚聪,府仁寿,等.模型沙性质研究现状综述.长江科学学院院报,1995,12 (2): 14-22.
[82]黄志才,吴国雄,程尊兰.丁坝局部冲刷深度计算.水利与建筑工程学报,2004 (2):13-17.
[83]蒋焕章.对桥墩局部冲刷影响因素分析.局部冲刷学术讨论会论文集.北京: 交通部科学研究院,1964.
[84]蒋焕章.公路水文勘测设计与水毁防治.北京: 人民交通出版社,2001.
[85]李保如.泥沙起动流速的计算方法.泥沙研究.V0l.4,No.1,1959.
[86]李昌华,金德春.河工模型试验.北京: 人民交通出版社,1981.
[87]李立强.宽浅变迁河段股流冲刷特性研究.重庆交通大学硕士学位论文.重庆: 2012.
[88]李西宁,王银山.山东黄河河道发生横河、斜河的原因及其防御措施.人民黄河,1990 (4).
[89]李晓庆,唐新军.对 《堤防工程设计规范》 推荐冲刷深度公式探析.水资源与水工工程学报,2006 (2): 45-92.
[90]刘怀汉,李文全.推移质动床模型变率的选择与比降变率的研究.泥沙研究,2007(2): 59-63.
[91]刘兴年.非均匀推移质输沙率及其稳定结构.成都: 成都科技大学,1986.
[92]刘勇.卵砾石河流稳定河宽研究.重庆交通大学硕士学位论文,2010.
[93]陆水军,张华庆.非均匀沙推移质输抄率及其级配计算.水动力研究与进展,1991,6(4): 96-105.
[94]罗羚源.卵砾石几何形状对起动的影响研究.重庆: 重庆交通大学,2011.
[95]倪晋仁,马蔼乃.河流动力地貌学.北京: 北京大学出版社,1998.
[96]彭静.丁坝水流及冲刷——可视化与三维数值模拟.郑州: 黄河水利出版社,2004.
[97]彭润泽.推移质三角洲溯源冲刷计算公式.泥沙研究,1981 (1): 14-30.
[98]齐璞,高航.论“稳定主槽、调水调沙” 的治河方略.人民黄河,2006 (4): 7-10.
[99]齐璞,孙赞盈.黄河下游游荡型河道双岸整治方案研究,水利学报.2003.
[100]钱宁,万兆惠.泥沙运动力学.北京: 科学出版社.1983.
[101]钱宁,麦乔威,洪柔嘉,毕慈芬.黄河下游的糙率,泥沙研究,第4卷,1959年,1-19.
[102]沙玉清.泥沙运动学引论.北京: 中国工业出版社,1965.
[103]宋绍利,吴宋仁,秦宗模.山区航道丁坝冲刷深度研究.水运工程,2007 (3): 68-72.
[104]苏联运输工程部运输设计总局.桥渡勘测设计规程 (交通部公路规划设计院节译) .公路技术资料 (7).北京: 人民交通出版社,1976.
[105]苏萍,李强.大尺度粗糙水流特性的研究进展 (综述).石河子大学学报,2000 (3):253-258.
[106]唐存本.泥沙起动规律.水利学报,No.2,1963.
[107]唐宏涛,吴伟.河流弯道水流特点与冲刷深度探讨.浙江水利科技.2004 (1).
[108]唐日长主编.泥沙研究.北京: 水利电力出版社,1987: 52-59.
[109]王光谦,胡春宏.泥沙研究进展.北京: 中国水利水电出版社,2006: 416-418.
[110]王晋军.粗糙床面明槽紊流水力特性.北京: 清华大学,1993.
[111]王恺忱,王开容.黄河下游游荡型河段横河和斜河问题的研究.人民黄河.1996(10).
[112]王仕强,张仁.泥沙运动机理的水槽试验研究.长江三峡工程泥沙与航运关键技术研究专题研究报告集,下册.1990: 1301-1336.
[113]王延贵,王兆印,曾庆华,吕秀贞.模型沙物理特性的试验研究.泥沙研究,1992,36 (3): 58-64.
[114]谢鉴衡.河流模拟.北京: 水利电力出版社,1990: 125-132.
[115]新疆水文水资源局.干旱区水文水资源研究成果汇编.新疆:新疆大学出版社,2006.
[116]新疆维吾尔自治区公路学会.新疆1996年公路水毁论文集.1997.8.
[117]徐福龄,胡一三.横河出险不可忽视.人民黄河,1983 (3).
[118]徐国宾,陈继健.河工泥沙模型相似率研究现状及其存在的问题.水利水电技术,2004,12 (3).
[119]颜雪丽.推移质动床模拟模型沙研究.重庆交通大学硕士学位论文,2012.
[120]杨胜发,方铎.三峡水库变动回水区河道推移质输移特性研究.重庆建筑科技学报,2003,23 (5): 16-21.
[121]杨胜发,周华君,胡江.内流河宽浅变迁河段水沙运动规律研究.重庆: 重庆大学出版社,2006: 148-149.
[122]应强,焦志斌.丁坝水力学.北京: 海洋出版社.2004.
[123]喻国良,敖汝庄,郑丙辉,方铎.冲积河床的河床阻力.水利学报,1999 (4): 1-8.
[124]张红武.论动床变态河工模型的相似律.黄河水利科学研究所科学研究论文集 (第二集).郑州: 河南科学技术出版社,1990: 238-245.
[125]张瑞瑾.河流泥沙工程.北京:水利出版社,1981.
[126]张小峰.推移质动床模型粒径比尺计算式选择.人民长江,1997,28 (2): 10-12.
[127]张义青.丁坝局部冲刷试验研究.西安公路学院学报,1991年 (2): 19-24.
[128]赵世强.丁坝局部冲刷机理和局部冲刷深度计算.重庆交通学院学报,1989.
[129]周国栋,刘琼轶,王桂仙,等.非均匀沙床面阻力特性的试验研究,泥沙研究,1999(3): 40-47. | | 辞典简介 |
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