[1]
|
朱勇辉,廖鸿志,吴中如.国外土坝溃坝模拟综述[J].长江科学院院报,2003,4(2):26-29.(ZHU Yong-hui,LIAO Hong-zhi,WU Zhong-ru.Review on oversea earth-dam-break modeling[J].Journal of Yangtze River Scientific Research Institute,2003,4(2):26-29.(inChinese)) |
[2]
|
朱勇辉,廖鸿志,吴中如.土坝溃决模型及其发展[J].水力发电学报,2003(2):31-38.(ZHU Yong-hui,LIAO Hong-zhi,WU Zhong-ru.The earth-dam-break model and its development[J].Journal of Hydroelectric Engineering,2003(2):31-38.(in Chinese)) |
[3]
|
SINGH K P,SNORRASON A.Sensitivity of outflow peaks and flood stages to the selection of dam breach parameters and simulation models[R].Urbana:Uaiversity of Illinois,1982. |
[4]
|
CRISTOFANO E A.Method of computing erosion rate for failure of earth-fill dams[J].Denver:Bureau of Reclamation,1965. |
[5]
|
HARRIS G W,WAGNER D A.Outflow from breached earth dams[R].Salt Lake City:Department of Civil Engineering,University of Utah,UT,1967. |
[6]
|
LOU W C.Mathematical Modeling of Earth Dam Breaches[D].Fort Collins:Colorado State University,1981. |
[7]
|
NOGUEIRA V D Q.A mathematical model of progressive earth dam failure[D].Fort Collins:Colorado State University,1984. |
[8]
|
FREAD D L.DAMBRK:The NWS dam break flood forecasting model[R].Silver Spring:National Weather Service (NWS) Report,NOAA,1984. |
[9]
|
FREAD D L.A Breach Erosion Model for Earthen Dams[R].Silver Spring:National Weather Service (NWS) Report,NOAA,1984. |
[10]
|
A.穆罕默德.大坝溃口形成预测精度的改进[J].水利水电快报,2007,28(7):21-25.(A.Mohammed.The improvement of foreeast precision on dam breach[J].Express Water Resources & Hydropower Information,2007,28(7):21-25.(in Chinese)) |
[11]
|
RALSTON D C.Mechanics of embankment erosion during overflow[A].Proc 1987 ASCE National Cord Hydraulic Engineering[C].Williamsburg:Virginia,1987. |
[12]
|
WAHL T L.Prediction of embankment dam breach parameters:A literature review and needs assessment[R].Denver:Bureau of Reclamation,1998. |
[13]
|
HANSON G J,TEMPLE D M,COOK K R.Dam over-topping resistance and breach processes research[A].Proe 1999 Annual Cod Associalion of State Dam Safety Officials[C].St Louis:Unoted States Committee on Large Dams,1999. |
[14]
|
ROBINSON K M,HANSON G J.Head-cut erosion research[A].Proc 7th Federal Interagency Sedimentation Conf[C].Reno:U S Subcommittee on Sedimentation,2001. |
[15]
|
HAHN W,HANSON c J,COOK K R.Breach morphology observations of embankment overtopping tests[A].Proc 2000 Joint Conf on Water Resources Engineering and Water Resources Planning and Management[C].Minneapolis:ASCE Publication,2000. |
[16]
|
李雷,王仁钟,盛金保,等.大坝风险评价与风险管理[M].北京:中国水利水电出版社,2006.62.(LI Lei,WANG Ren-zhong,SHENG Jin-ban,et al.Risk estimate and risk management of dam[M].Beijins:China Waterpower Press,2006.62.(in Chinese)) |
[17]
|
胡去劣,俞波.面板坝溃决过程模拟计算[J].水动力学研究与进展,2000,6(2):169-176.(HU Qu-lie,Yu Bo.Numerical simulation for eoneretc rock-fill dam failure[J].Journal of Hydrodynamics,2000,6(2):169-176.(in Chinese)) |
[18]
|
李雷.沟后面板坝溃决过程初步模拟分析[A].沟后面板砂砾石坝破坏机理及溃决过程研究论文集[C].南京水利科学研究院,1996:68-74.(LI Lei.Elementary simulation for Gouhou concrete rock-fill dam failure[A].Symposia on the fathre mechanism and break process of Goubou concrete rock-fill dam[C].Nanjing:Nanjing Hydraulic Research Institute,1996:68-74.(in Chinese)) |
[19]
|
谭维炎.浅水动力学的回顾和当代前沿问题[J].水科学进展,1999,10(3):296-303.(TAN Wei-yan.A review of shallow-water hydrodynamics and some contemporary problems[J].Advances in Water Science,1999,10(3):296-303.(in Chinese)) |
[20]
|
张修忠,王光谦,金生.浅水方程数值计算方法的研究[J].水科学进展,2003,14(4):417-423.(ZHANG Xiu-zbong,WANG Guang-qian,JIN Sheng.Study on the numerical solution methods for shallow water equations[J].Advance in Water Science,2003,14(4):417-423.(in Chinese)) |
[21]
|
潘存鸿,林炳尧,毛献忠.一维浅水流动方程的Godunov格式求解[J].水科学进展,2003,14(4):430-436.(PAN Cun-bong,LIN Bing-yao,MAO Xian-zhong.A Godunov-type scheme for 1D shallow-water flow with uneven bottom[J].Advances in Water Science,2003,14(4):430-436.(in Chinese)) |
[22]
|
潘存鸿,林炳尧,毛献忠.求解二维浅水流动方程的Godunov格式[J].水动力学研究与进展,2003,18(1):16-23.(PAN Cun-hong,LIN Bing-yao,MAO Xian-zhong.A Godunov-type scheme for 2D shallow-water flow with uneven bottom[J].Journal of Hydrodynamics,2003,18(1):16-23.(in Chinese)) |
[23]
|
潘存鸿.三角形网格下求解二维浅水方程的和谐Godunov格式[J].水科学进展,2007,18(2):204-209.(PAN Cun-hong.Wellbalanced Godunov-type scheme for 2D shallow water flow with triangle mesh[J].Advances in Water Science,2007,18(2):204-209.(in Chinese)) |
[24]
|
SHU C W,OSHER S.Efficient implementation of essentially non-oscillatory shocks capturing schemesⅡ[J].Compute Phys,1989,83:32-78. |
[25]
|
陈建忠,史忠科.运用半离散中心迎风格式计算二维浅水方程的研究[J].水科学进展,2005,16(6):853-857.(CHEN Jian-zhong,SHI Zhong-ke.Study on semi-discrete central-upwind scheme for the 2D shallow water equations[J].Advances in Water Science,2005,16(6):853-857.(in Chinese)) |
[26]
|
谭维炎,胡四一.浅水流动计算中一阶有限体积法Osher格式的实现[J].水科学进展,1994,5(4):262-270.(TAN Wei-yan,Hu Si-yi.Implementation of first-order finite-volume osher scheme in shallow-water flow computation[J].Advances in Water Science,1994,5(4):262-270.(in Chinese)) |
[27]
|
胡四一,谭维炎.无结构网格上二维浅水流动的数值模拟[J].水科学进展,1995,6(1):1-9.(HU Si-yi,TAN Wei-yan.Numerical modeling of two-dimensional shallow water flow unstructured grids[J].Advances in Water Science,1995,6(1):1-9.(in Chinese)) |
[28]
|
陈祖华,赖冠文,王光谦,等.非规则网格下二维浅水流动的数值模拟[J].水科学进展,2002,13(6):657-664.(CHEN Zu-hua,LAI Guan-wen,WANG Guang-qian,et al.Numerical simulation of 2D shallow-water flow on irregular grids[J].Advances in water Science,2002,13(6):657-664.(in Chinese)) |
[29]
|
赖锡军,曲卓杰,周杰,等.非结构网格上的三维浅水流动数值模型[J].水科学进展,2006,17(5):693-699.(LAI Xi-jun,QU Zhuo-jie,ZHOU Jie,et al.3D hydrodynamics model for shallow water on unstructured grids[J].Advances in Water Science,2006,17(5):693-699.(in Chinese)) |
[30]
|
ZHOU Di-hua,SHEN H W,LAI Jihnsung,et al.Approximate Ruemann Solvers in FVM for 2D hydraulic shock ware modeling[J].Journal of Hydraulic Engineering,1996,122(2):692-702. |
[31]
|
王船海,李光炽.流域洪水模拟[J].水利学报,1996(3):44-50.(WANG Chuan-hai,LI Guaag-chi.The modeling of basin flood[J].Journal of Hydraulic Engineering,1996(3):44-50.(in Chinese)) |
[32]
|
刘儒勋,舒其望.计算流体力学的若干新方法[M].北京:科学出版社,2003.(LIU Ru-xun,SHU Qi-wang.Some new methods for numerating hydrodynamics problems[M].Beijing:Science Press,2003.(in Chinese)) |
[33]
|
SINGH V P,SCARLATOS P D.Analysis of Gradual Earth Dam Failure[J].J Hydraulic Eng ASCE,1988,114(1):21-42. |
[34]
|
许振良.一个非均质流水力坡度解析的新模型[J].泥沙研究,2000(1):56-64.(XU Zhen-liang.A flew model of predicting hydraulic gradient for settling slurry flow in a horizontal pipe[J].Journal of Sediment Research,20002(1):56-64.(in Chinese)) |
[35]
|
邓安军,郭庆超,陈建国.挟沙水流综合糙率系数的研究[J].泥沙研究,2007(5):24-29.(DENG An-jun,GUO Qing-chao,CHEN Jian-guo.Study on the roughness in sediment-laden flows[J].Jounrnal of Sediment Research,2007(5):24-29.(in Chinese)) |
[36]
|
张耀新,吴卫民.剖面二维非恒定悬移质泥沙扩散方程的数值方法[J].泥沙研究,1999(2):40-45.(ZHANG Yne-xin,WU Wei-min.Numerical methods on profile 2D diffusion equation for suspended sediment of unsteady flow[J].Journal of Sediment Research,1999(2):40-45.(in Chinese)) |