[1]
|
张幸农, 蒋传丰, 应强, 等. 江河崩岸问题研究综述[J]. 水利水电科技进展, 2008, 28(3): 80-83.
|
[2]
|
高清洋. 长江中下游河道基于坡脚冲刷的崩岸试验研究[D]: [硕士学位论文]. 长沙: 长沙理工大学, 2017.
|
[3]
|
汪闻韶. 土的动力强度和液化特性[M]. 北京: 中国电力出版社, 1997.
|
[4]
|
王延贵. 冲积河流岸滩崩塌机理的理论分析及试验研究[D]: [硕士学位论文]: [博士学位论文]. 北京: 中国水利水电科学研究院, 2003.
|
[5]
|
中华人民共和国水利部. 中国河流泥沙公报2019 [R]. 北京: 中国水利水电出版社, 2019.
|
[6]
|
栾华龙, 刘同宦, 高华峰, 等. 新水沙情势下长江中下游干流岸线保护研究——以扬中市2017年江堤崩岸治理为例[J]. 人民长江, 2019, 50(8): 14-19.
|
[7]
|
Fergusson, J. (1863) On Recent Changes in the Delta of the Ganges. Quarterly Journal of the Geological Society of London, 19, 321-354.
|
[8]
|
Wolman, MG. (1959) Factors Influencing Erosion of a Cohesive River Bank. American Journal of Science, 257, 204-216.
|
[9]
|
Twidale, C.R. (1964) Erosion of an Alluvial Bank at Birdwood, South Australia. Zeitschrift für Geomorphologie, 8, 189-211. https://doi.org/10.1127/zfg/8/1964/189
|
[10]
|
Torrey, V.H., Dunbar, J.B. and Peterson, R.W. (1988) Retrogressive Failures in Sand Deposits of the Mississippi River. Report 1. Field Investigations, Laboratory Studies and Analysis of the Hypothesized Failure Mechanism.
|
[11]
|
Torrey, V.H. (1988) Retrogressive Failures in Sand Deposits of the Mississippi River. Report 2. Empirical Evidence in Support of the Hypothesized Failure Mechanism and Development of the Levee Safety Flow Slide Monitoring System.
|
[12]
|
Osman, A.M. and Thorne, C.R. (1988) Riverbank Stability Analysis. I: Theory. Journal of Hydraulic Engineering, 114, 134-150. https://doi.org/10.1061/(ASCE)0733-9429(1988)114:2(134)
|
[13]
|
Thorne, C.R. and Osman, A.M. (1988) Riverbank Stability Analysis. II: Applications. Journal of Hydraulic Engineering, 114, 151-172. https://doi.org/10.1061/(ASCE)0733-9429(1988)114:2(151)
|
[14]
|
Darby, S.E. and Thorne, C.R. (1992) Simulation of Near Bank Aggradation and Degradation for Width Adjustment Models. Proceedings of the Second International Conference on Hydraulic and Environmental Modelling of Coastal, Estuarine and River Waters, Aldershot, 431-442.
|
[15]
|
Darby, S.E. and Thorne, C.R. (1996) Numerical Simulation of Widening and Bed Deformation of Straight Sand-Bed Rivers. I: Model Development. Journal of Hydraulic Engineering, 122, 184-193.
https://doi.org/10.1061/(ASCE)0733-9429(1996)122:4(184)
|
[16]
|
Darby, S.E., Thorne, C.R. and Simon, A. (1996) Numerical Simulation of Widening and Bed Deformation of Straight Sand-Bed Rivers. II: Model Evaluation. Journal of Hydraulic Engineering, 122, 194-202.
https://doi.org/10.1061/(ASCE)0733-9429(1996)122:4(194)
|
[17]
|
Darby, S.E. and Thorne, C.R. (1996) Development and Testing of Riverbank-Stability Analysis. Journal of Hydraulic Engineering, 122, 443-454. https://doi.org/10.1061/(ASCE)0733-9429(1996)122:8(443)
|
[18]
|
Simon, A. and Curini, A.J.C. (2002) Quantifying the Mechanical and Hydrologic Effects of Riparian Vegetation on Streambank Stability. Earth Surface Processes and Landforms, 27, 527-546. https://doi.org/10.1002/esp.325
|
[19]
|
Lawler, D.M. (1989) Some New Developments in Erosion Monitoring: 1. The Potential of Optoelectronic Techniques. School of Geography, University of Birmingham Working Paper 47, 44.
|
[20]
|
Thoma, D.P., Gupta, S.C., Bauer, M.E. and Kirchoff, C.E. (2005) Airborne Laser Scanning for Riverbank Erosion Assessment. Remote Sensing of Environment, 95, 493-501. https://doi.org/10.1016/j.rse.2005.01.012
|
[21]
|
Korpela, I., Koskinen, M., Vasander, H., et al. (2009) Airborne Small-Footprint Discrete-Return LiDAR Data in the Assessment of Boreal Mire Surface Patterns, Vegetation, and Habitats. Forest Ecology and Management, 258, 1549-1566.
https://doi.org/10.1016/j.foreco.2009.07.007
|
[22]
|
Pizzuto, J., O’Neal, M. and Stotts, S. (2010) On the Retreat of Fo-rested, Cohesive Riverbanks. Geomorphology, 116, 341-352. https://doi.org/10.1016/j.geomorph.2009.11.008
|
[23]
|
De Rose, R.C. and Basher, L.R. (2011) Measurement of River Bank and Cliff Erosion from Sequential LIDAR and Historical Aerial Photography. Geomorphology, 126, 132-147. https://doi.org/10.1016/j.geomorph.2010.10.037
|
[24]
|
中国科学院地理研究所. 长江九江至河口段河床边界条件及其与崩岸的关系[M]. 武汉: 科学出版社, 1978.
|
[25]
|
陈引川, 彭海鹰. 长江下游大窝崩的发生及防护[C]//长江中下游护岸论文集(第三集). 武汉: 长江水利水电科学研究院, 1985: 112-116.
|
[26]
|
余文畴, 卢金友. 长江河道崩岸与护岸[M]. 北京: 水利水电出版社, 2008.
|
[27]
|
王家云, 董光林. 安徽省长江护岸工程损坏及崩岸原因分析[J]. 水利管理技术, 1998, 18(1): 62-64.
|
[28]
|
黄本胜, 李思平, 邱静, 等. 冲积河流岸坡的稳定性计算模型初步研究[C]//李天义. 河流模拟理论与实践. 武汉: 武汉水利电力大学出版社, 1998: 50-55.
|
[29]
|
张幸农, 蒋传丰, 陈长英, 应强. 江河崩岸的类型与特征[J]. 水利水电科技进展, 2008, 28(5): 66-70.
|
[30]
|
张幸农, 应强, 陈长英, 张思和. 江河崩岸的概化模拟试验研究[J]. 水利学报, 2009, 40(3): 263-267.
|
[31]
|
秦亚斌. 崩岸的模型试验及数值模拟分析[D]: [硕士学位论文]. 合肥: 合肥工业大学, 2017.
|
[32]
|
丁彬. 长江安徽段弯道河岸崩岸的模型试验及数值分析[D]: [硕士学位论文]. 合肥: 合肥工业大学, 2018.
|
[33]
|
Ji, F., Liu, C., Shi, Y., et al. (2019) Characteristics and Parameters of Bank Collapse in Coarse-Grained-Material Reservoirs Based on Back Analysis and Long Sequence Monitoring. Geomorphology, 333, 92-104.
https://doi.org/10.1016/j.geomorph.2019.02.018
|
[34]
|
岳红艳, 余文畴. 长江河道崩岸机理初步探讨[C]//长江护岸及堤防防渗工程论文选集. 水利部长江水利委员会, 2001: 56-59.
|
[35]
|
张家豪, 周丰年, 程和琴, 石盛玉, 周权平, 姜月华. 基于多模态传感器系统的长江下游窝崩边坡稳定性分析[J]. 自然灾害学报, 2018, 27(1): 155-162.
|
[36]
|
张家豪, 周丰年, 程和琴, 等. 多模态传感器系统在河槽边坡地貌测量中的应用[J]. 测绘通报, 2018(3): 102-107.
|
[37]
|
卢多敏, 刘红宾. 黄河潼关至三门峡河段塌岸治理分析[J]. 人民黄河, 1999(2): 1-3.
|
[38]
|
仲琳, 臧英平, 钱海峰, 等. 河道崩岸治理方法及典型实例分析[J]. 中国水利, 2011(16): 31-33.
|
[39]
|
戴海伦, 代加兵, 舒安平, 等. 河岸侵蚀研究进展综述[J]. 地球科学进展, 2013, 28(9): 988-996.
|
[40]
|
谢月秋. 长江中下游河道崩岸机理初析及崩岸治理[D]: [硕士学位论文]. 南京: 河海大学, 2007.
|
[41]
|
汤金云, 谢蒙, 汤浩. 综合物探技术在库岸滑坡体调查中的应用[J]. 人民珠江, 2009, 30(6): 34-36+42.
|
[42]
|
胡宏祥. 巢湖北岸中东部水土迁移过程及规律研究[D]: [博士学位论文]. 合肥: 合肥工业大学, 2008.
|
[43]
|
Hu, X.L., Tang, H.M., Li, C.D., et al. (2012) Stability of Huangtupo I# Landslide under Three Gorges Reservoir Operation. Applied Mechanics and Materials, 170-173, 1116-1123.
https://doi.org/10.4028/www.scientific.net/AMM.170-173.1116
|
[44]
|
杨则东, 陈有明, 鹿献章, 刘同庆, 黄燕, 张幼莹. 长江安徽段岸带变迁及崩岸遥感调查研究[J]. 国土资源遥感, 2010(S1): 91-97.
|
[45]
|
冯传勇, 郑亚慧, 周儒夫. 长江中下游崩岸监测技术应用研究[J]. 水利水电快报, 2018, 39(3): 47-50+52.
|
[46]
|
林松, 王薇, 邓小虎, 查雁鸿, 周红伟, 程邈. 三峡库区典型滑坡地球物理实测及其意义——以万州区四方碑滑坡为例[J]. 地球科学, 2019, 44(9): 3135.
|
[47]
|
Boorman, L.A. and Hazelden, J. (2012) The Use of a New Portable Erosion Measuring Device for Assessing the Erodibility of the Surface Layers of Flood Embankments. Soil Use and Management, 28, 120-127.
https://doi.org/10.1111/j.1475-2743.2011.00374.x
|
[48]
|
王路军. 长江中下游崩岸机理的大型室内试验研究[D]: [硕士学位论文]. 南京: 河海大学, 2005.
|
[49]
|
Stefanovic, J.R. and Bryan, R.B. (2007) Experimental Study of Rill Bank Collapse. Earth Surface Processes and Landforms, 32, 180-196. https://doi.org/10.1002/esp.1396
|
[50]
|
Simon, A., Curini, A., Darby, S.E., et al. (2000) Bank and Near-Bank Processes in an Incised Channel. Geomorphology, 35, 193-217. https://doi.org/10.1016/S0169-555X(00)00036-2
|
[51]
|
Midgley, T.L., Fox, G.A. and Heeren, D.M. (2012) Evaluation of the Bank Stability and Toe Erosion Model (BSTEM) for Predicting Lateral Retreat on Composite Streambanks. Geomorphology, 145-146, 107-114.
https://doi.org/10.1016/j.geomorph.2011.12.044
|
[52]
|
张超波. 林木根系固土护坡力学基础研究[D]: [博士学位论文]. 北京: 北京林业大学, 2011.
|
[53]
|
宗全利, 夏军强, 邓春艳, 许全喜. 基于BSTEM模型的二元结构河岸崩塌过程模拟[J]. 四川大学学报(工程科学版), 2013, 45(3): 69-78.
|
[54]
|
李志威, 郭楠, 胡旭跃, 朱海丽, 吴新宇. 基于BSTEM模型的黄河源草甸型弯曲河流崩岸过程模拟[J]. 应用基础与工程科学学报, 2019, 27(3): 509-519.
|
[55]
|
刘艳锋, 王莉. BSTEM模型的原理、功能模块及其应用研究[J]. 中国水土保持, 2010(10): 24-27.
|
[56]
|
夏军强, 王光谦, 吴保生. 黄河下游河床纵向与横向变形的数值模拟——I二维混合模型的建立[J]. 水科学进展, 2003(4): 289-295.
|
[57]
|
夏军强, 王光谦, 吴保生. 黄河下游河床纵向与横向变形的数值模拟——II二维混合模型的应用[J]. 水科学进展, 2003(4): 296-300.
|
[58]
|
夏军强, 王光谦, 张红武. 黄河下游游荡型河段洪水演进与河床变形过程的数值模拟[J]. 水动力学研究与进展(A辑), 2003, 18(3): 306-313.
|
[59]
|
假冬冬. 非均质河岸河道摆动的三维数值模拟[D]: [博士学位论文]. 北京: 清华大学, 2010.
|
[60]
|
陈洁, 陶桂兰, 吴俊东. 基于Matlab的下荆江二元岸坡崩塌过程动态模拟[J]. 水道港口, 2018, 39(6): 716-722.
|
[61]
|
杨素勤. 水流中土工包沉落模型试验与土工包护岸数值分析[D]: [硕士学位论文]. 南京: 河海大学, 2007.
|
[62]
|
党祥. 二元结构河岸崩塌机理试验研究[D]: [硕士学位论文]. 武汉: 长江科学院, 2012.
|
[63]
|
Hagerty, D.J., Spoor, M.F. and Parola, A.C. (1993) Near Bank Impacts of River Stage Control. Journal of Hydraulic Engineering, 121, 196-207. https://doi.org/10.1061/(ASCE)0733-9429(1995)121:2(196)
|
[64]
|
Hagerty, D.J., Spoor, M.F. and Kennedy, J.F. (1986) Interactive Mechanisms of Alluvial-Stream Bank Erosion. Proceedings of the Third International Symposium on river Sedimentation, 1160-1168.
|
[65]
|
王新宏. 冲积河道纵向冲淤和横向变形数值模拟研究及应用[D]: [博士学位论文]. 西安: 西安理工大学, 2000.
|
[66]
|
张安琪. 水流淘刷作用下土质边坡稳定性研究[D]: [硕士学位论文]. 哈尔滨: 东北农业大学, 2017.
|
[67]
|
Nanson, G.C. and Hickin, E.J. (1986) A statistical Analysis of Bank Erosion and Channel Migration in Western Canada. Geological Society of America Bulletin, 97, 497-504.
https://doi.org/10.1130/0016-7606(1986)97<497:ASAOBE>2.0.CO;2
|
[68]
|
Biedenharn, D.S., Combs, P.G., Hill, G.J., et al. (2015) Relationship between Channel Migration and Radius of Curvature on the Red River. Sediment Transport Modeling. ASCE.
|
[69]
|
李宝璋. 浅谈长江南京河段窝崩成因及防护[J]. 人民长江, 1992, 23(11): 26-28.
|
[70]
|
王永. 长江安徽段崩岸原因及治理措施分析[J]. 人民长江, 1999, 30(10): 19-20.
|
[71]
|
Docherty, C.L., Hannah, D.M., Riis, T., et al. (2017) Large Thermo-Erosional Tunnel for a River in Northeast Greenland. Polar Science, 14, 83-87. https://doi.org/10.1016/j.polar.2017.08.001
|
[72]
|
Zeyl, D.P.V., Penner, L.A. and Halim, R.A. (2013) A Slope Failure Caused by Drainage Cutoff through the Advancement of Seasonal Frost, Hudson Bay Lowland. Landslides, 10, 315-322. https://doi.org/10.1007/s10346-012-0377-x
|
[73]
|
Prosser, I.P., Hughes, A.O. and Rutherfurd, I.D. (2000) Bank Erosion of an Incised Upland Channel by Subaerial Processes: Tasmania, Australia. Earth Surface Processes and Landforms, 25, 1085-1101.
https://doi.org/10.1002/1096-9837(200009)25:10<1085::AID-ESP118>3.0.CO;2-K
|