KMS Institute of Mountain Hazards and Environment,CAS
| The hydraulic condition analysis and optimal cross-section design of the "Rectangle-V" shaped drainage canal of debris flow | |
| Language | 英语 |
Yong You1,2 ; Jinfeng Liu1,2; Guoqiang Ou1,2
| |
| 2007 | |
| Source Publication | IGARSS: 2007 IEEE INTERNATIONAL GEOSCIENCE AND REMOTE SENSING SYMPOSIUM, VOLS 1-12: SENSING AND UNDERSTANDING OUR PLANET |
| Author of Source | IEEE International Symposium on Geoscience and Remote Sensing IGARSS |
| Pages | 4715-4718 |
| meeting | IEEE International Geoscience and Remote Sensing Symposium (IGARSS) |
| Conference Date | June 23, 2007 - June 28, 2007 |
| Conference Place | Barcelona |
| Country | SPAIN |
| Publisher | IEEE |
| Contribution Rank | 1 |
| Abstract | The drainage canal is one of the most widely-used engineering measures in preventing debris flow. The cross-section shape and size are important parameters for designing the drainage canal of debris flow. While how to choose the optimal shape and size to make the drainage canal of debris flow have the best discharging ability is a problem few people have researched. The "Rectangle-V" shape is one of the widely-used cross-section shapes of debris flow drainage canal. This paper chooses it as a researching object, analyzes its optimal hydraulic condition, and discusses its optimal cross-section design. The cross-section configuration parameter (M) of "Rectangle-V" shaped debris flow drainage canal is defined as the ratio of wetted perimeter (P) to hydraulic radius(R). Based on the definition, the calculation formula of M is deduced under the optimal hydraulic condition. The formula indicates that M only relates with the bottom transverse slope coefficient under the optimal hydraulic condition. Assuming the discharge of debris flow (Q), the longitudinal gradient of debris flow drainage canal (1) and the gradation of debris flow grain size as known, we deduce the combinatorial calculating formulas of the cross-section size of "Rectangle-V" shaped debris flow drainage canal by using the simultaneous numerical solution method. On the basis of the analysis of the optimal hydraulic condition of "Rectangle-V" shaped debris flow drainage canal, this paper takes the Huoba Gully as an example for the optimal cross-section design of debris flow drainage canal. |
| Keyword | Rectangle-V shaped drainage canal hydraulic condition optimal cross-section design debris flow |
| DOI | 10.1109/IGARSS.2007.4423912 |
| ISBN | 978-1-4244-1211-2 |
| ISSN | 2153-6996 |
| Indexed By | CPCI ; EI |
| WOS ID | WOS:000256657304076 |
| EI Accession Number | Accession number:20080811106137 |
| Citation statistics | |
| Document Type | 会议论文 |
| Identifier | http://ir.imde.ac.cn/handle/131551/25237 |
| Collection | 成都山地所知识仓储（2009年以前） |
| Corresponding Author | Yong You |
| Affiliation | 1.Key Laboratory of Mountain Surface Process and Hazards, Chinese Academy of Sciences, Chengdu, China; 2.Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu, China |
| First Author Affilication | 中国科学院水利部成都山地灾害与环境研究所 |
| Corresponding Author Affilication | 中国科学院水利部成都山地灾害与环境研究所 |
| Recommended Citation GB/T 7714 | Yong You,Jinfeng Liu,Guoqiang Ou. The hydraulic condition analysis and optimal cross-section design of the "Rectangle-V" shaped drainage canal of debris flow[C]//IEEE International Symposium on Geoscience and Remote Sensing IGARSS:IEEE,2007:4715-4718. |
| Files in This Item: | ||||||
| File Name/Size | DocType | Version | Access | License | ||
| The Hydraulic Condit（384KB） | 会议论文 | 开放获取 | CC BY-NC-SA | View Application Full Text | ||
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