土木工程、工程力学 |
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降雨型泥石流对沟床侵蚀的水力学机理 |
吴永1,2,3,裴向军3,何思明1,李新坡1,3 |
1. 中国科学院 水利部成都山地灾害与环境研究所,四川 成都 610041;
2.中国矿业大学 深部岩土力学与地下工程国家重点实验室,江苏 徐州 221008;
3.成都理工大学地质灾害防治与地质环境保护国家重点实验室, 四川 成都 610041 |
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Hydraulic mechanism of gully bed erosion by debris flow in rainfall |
WU Yong1,2,3, PEI Xiang-jun3, HE Si-ming1, LI Xin-po1,3 |
1. Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu 610041, China|
2. State Key Laboratory for GeoMechanics and Deep Underground Engineering, China University of Mining and
Technology, Xuzhou 221008, China|3. State Key Laboratory of Geohazard Prevention and Geoenvironment Protention,
Chengdu University of Technology, Chengdu 610041, China |
引用本文:
吴永,裴向军,何思明,李新坡. 降雨型泥石流对沟床侵蚀的水力学机理[J]. J4, 2013, 47(9): 1585-1592.
WU Yong, PEI Xiang-jun, HE Si-ming, LI Xin-po. Hydraulic mechanism of gully bed erosion by debris flow in rainfall. J4, 2013, 47(9): 1585-1592.
链接本文:
http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2013.09.011
或
http://www.zjujournals.com/eng/CN/Y2013/V47/I9/1585
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[1] 吴积善, 田连权, 康志成, 等. 泥石流及其综合治理[M]. 北京: 科学出版社, 1993: 27-33.
[2] 徐永年, 匡尚富, 黄永健, 等. 崩塌土流动化机理的实验研究 [J]. 水利学报, 2002(10): 87-90.
XU Yong-nian, KUANG Shang-fu, HUANG Yong-jian, et al. Experimental study on flow mechanism of avalanche soils[J]. Journal of Hydraulic Engineering, 2002(10): 87-90.
[3] 王裕宜, 詹钱登, 邹仁元, 等. 黏性泥石流体阵性流形成机理研究 [J]. 自然灾害学报, 2002,11(2): 46-50.
WANG Yu-yi, JAN Chyan-deng, ZOU Ren-yuan, et al. Study on forming mechanism of viscous debris flow surges [J]. Journal of Natural Disasters, 2002, 11(2): 46-50.
[4] 费祥俊, 舒安平. 泥石流运动机理与灾害防治 [M]. 北京: 清华大学出版社, 2004: 155-162.
[5] 陈光曦, 王继康, 王林海. 泥石流防治 [M]. 北京:中国铁道出版社, 1983: 40-62.
[6] 田连权, 吴积善, 康志成, 等. 泥石流侵蚀搬运与堆积[M] . 成都: 成都地图出版社, 1993: 96-118.
[7] 何思明, 吴永, 李新坡. 黏性泥石流沟道侵蚀启动机制研究 [J]. 岩土力学, 2007, 28(suppl.): 155-159.
HE Si-ming, WU Yong, LI Xin-po. Study on eroded start mechanism of channel debris flow [J]. Rock and Soil Mechanics, 2007, 28(suppl.): 155-159.
[8] YAIR A, KLEIN M. The influence of surface properties on flow and erosion processes on debris covered slopes in an arid area [J]. Catena, 1973, 1: 1-18.
[9] 刘青泉, 陈力, 李家春. 坡度对坡面土壤侵蚀的影响分析 [J]. 应用数学和力学, 2001, 22(5): 510-519.
LIU Qing-quan, CHEN Li, LI Jia-chun. Influences of slope gradient on soil erosion [J]. Applied Mathematics and Mechanics, 2001, 22(5): 510-519.
[10] 郑粉莉. 发生细沟侵蚀的临界坡长与坡度 [J]. 中国水土保持, 1989(8): 23-24.
ZHENG Fen-li. The critical slope of Rill erosion [J]. China Soil and Water Conservation, 1989(8): 23-24.
[11] HORTON R E. Erosional development of streams and their drainage basins: hydro-physical approach to quantitative morphology\ [J\]. Bulletin Geological Society America, 1945, 56(2): 275-370.
[12] BEAR J. Hydraulics of ground water [M]. New York: McGraw-Hill, 1979: 125-129.
[13] 李家星, 赵振兴. 水力学 [M]. 南京: 河海大学出版社, 2001:192-196.
[14] DRAGO M. A coupled debris flow–turbidity current model [J]. Ocean Engineering, 2002, 29: 1769-1780.
[15] OLDRICH Hungr, SCOTT Mcdougall. Two numerical models for landslide dynamic analysis [J]. Computers & Geosciences, 2009, 35: 978-992.
[16] SKEMPTON A W. The pore-pressure coefficients A and B\ [J\]. Geotechnique, 1954, 4: 143-147.
[17] HOTTA N, OHTA T. Pore-water pressure of debris flows [J]. Physical and Chemistry of the Earth (B), 2000, 25(4): 381-385.
[18] 刘希林, 吕学军, 苏鹏程. 四川汶川茶园沟泥石流灾害特征及危险度评价 [J]. 自然灾害学报, 2004, 13(1): 66-71.
LIU Xi-lin, LU Xue-jun, SU Peng-cheng. Characteristics and hazard assessment of debris flow in Chayuan Gully of Wenchuan County in Sichuan [J]. Journal of Natural Disasters, 2004, 13(1): 66-71. |
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