Impact force calculation method for viscous debris flow, and application thereof
A technology of debris flow and impact force, which is applied in the application field of debris flow retaining engineering design, can solve problems such as not specifically considering the influence of particle gradation of viscous debris flow, and achieve accurate and reasonable calculation results, few parameters, and easy access
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Publication Date
- 2018-09-21
- Estimated Expiration
- Not applicable · inactive patent
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Abstract
Description
technical field
[0001] The invention relates to a method for measuring and calculating the impact force of viscous mud-rock flow and its application in design of mud-rock flow blocking engineering. Background technique
[0002] Debris flow is a common geological disaster in mountainous areas of China. In recent years, under the disturbance of increasing seismic activity, coupled with the significant increase in extreme weather caused by global climate change, debris flow activities are very active, major debris flow disasters occur frequently, and the safety of people's lives and property is seriously endangered and threatened. In order to ensure the sustainable development of the mountain economy, the prevention and control of debris flow is very necessary.
[0003] The impact force of debris flow is an indispensable parameter in the engineering design of debris flow prevention and control. Due to the strong structure of the viscous debris flow and its strong straightness...
Examples
Embodiment Construction
[0025] The preferred embodiments of the present invention will be further described below.
[0026] A debris flow ditch is located in Lvmao Township, Dongchuan District, Kunming City, Yunnan Province. It is a ditch on the right bank of the Xiaojiang River Basin, a first-level tributary of the Jinsha River Basin. The basin generally extends east-west, with a catchment area of 48.6km 2 , the total length of the main ditch is 19.3km, and the relative altitude of the basin is 2226m. The mud-rock flow in this gully has a clay content of 9%, which is a typical viscous mud-rock flow. In the history, there have been many large-scale mud-rock flows in the gully, flooding the downstream farmland and blocking the small river, causing huge disasters.
[0027] In order to prevent and control debris flow disasters, it is planned to build debris flow retaining works in the upstream branch of the ditch, and one of the retaining dams is proposed to be a masonry gravity retaining dam. The m...