| 三峡库区蓄水后地壳垂直变形场的模拟与分析 |
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| 引用本文： | 胡腾, 杜瑞林, 张振华, 伍岳. 三峡库区蓄水后地壳垂直变形场的模拟与分析[J]. 武汉大学学报 ( 信息科学版), 2010, 35(1): 33-36. |
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| 作者姓名： | 胡腾 杜瑞林 张振华 伍岳 |
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| 作者单位： | 1中国地震局地震研究所,武汉市洪山侧路40号430071;2三峡大学三峡库区地质灾害教育部重点实验室,宜昌市大学路8号443002 |
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| 基金项目： | 国家自然科学基金资助项目(40575011,40674009) |
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| 摘 要： | 基于三峡库区DEM及现有GPS站点位置坐标数据,建立了三峡库区有限元网格模型,采用弹性有限元分析方法模拟计算水库蓄水至135 m1、56 m和175 m时库区地壳的垂直形变场;随后根据Farrell提出的质量负载原理产生的地壳形变理论计算库区蓄水至135 m时的库区垂直形变场;通过两种模拟方法对比可以看出变形等值线圈都包络河谷线,变形最大处都出现在香溪段,同时区域沉降是一个综合地质作用,水体的重力作用是主要诱因。
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| 关 键 词： | SRTM负荷 有限元模拟 垂直形变 质量负载原理 机理 |
| 收稿时间： | 2009-10-02 |
| 修稿时间： | 2009-10-02 |
Simulation and Mechanism Analysis on Crustal Vertically Deformation in Three Gorges Reservoir Area Under the Condition of Reservoir Impoundment |
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| HU Teng, DU Ruilin, ZHANG Zhenhua, WU Yue. Simulation and Mechanism Analysis on Crustal Vertically Deformation in Three Gorges Reservoir Area Under the Condition of Reservoir Impoundment[J]. Geomatics and Information Science of Wuhan University, 2010, 35(1): 33-36. |
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| Authors: | HU Teng DU Ruilin ZHANG Zhenhua WU Yue |
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| Affiliation: | 1Earthquake Research Institute of China Earthquake Administration,40 Hongshan Road,Wuhan 430071,China;2Key Lab.of Geological Hazards on Three Gorges Reservoir of Ministry of Education,China Three Gorges University,8 Daxue Road,Yichang 443002,China |
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| Abstract: | The finite element model of Three Gorges area was built based on DEM and the actual GPS stations' coordinates.The crustal vertically deformation of the Three Gorges reservoir area was calculated under the condition of 135 meter,156 meter and 175 meter water level impoundment by means of the elasticity finite element analysis method respectively.Based on the Farrell's globosity deformation theory,the vertically deformation fields of the Three Gorges reservoir area was simulated under the condition of 135 met... |
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| Keywords: | SRTM loading finite element modeling vertical deformation globosity deformation theory mechanism |
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