Effect of Riverbank Failure on the River Width Adjustment- a case study on the Chin-Sui River at the Tsao-Ling Landslide area
碩士 === 國立交通大學 === 土木工程系 === 91 === According to the field survey, it is obvious that the slope stability in landslide zones is a necessary factor for hydraulic computation. After riverbank failure, the changes of rivers are the width, depth, velocity, cross-section, and so on. If the rive...
Main Authors: | En-Yuan Chang, 張恩源 |
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Other Authors: | Jyh-Jong Liao |
Format: | Others |
Language: | zh-TW |
Published: |
2003
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Online Access: | http://ndltd.ncl.edu.tw/handle/67956273933183345539 |
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