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Quantification method of soil scour parameters of river bank considering the influence of tamarisk root system

A quantitative method and root system technology, applied in the direction of measuring devices, instruments, scientific instruments, etc., can solve the problems of not considering the influence of tamarisk root system, not studying the quantitative index of scour coefficient, etc., and achieve the effect of accurate quantitative index

Active Publication Date: 2022-02-25
QINGDAO AGRI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

However, there is no specific quantitative index of the starting shear stress and erosion coefficient of the river bank soil under the joint action of the vegetation root system and the soil, nor does it consider the influence of the tamarisk root system on the river bank erosion parameters.

Method used

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  • Quantification method of soil scour parameters of river bank considering the influence of tamarisk root system
  • Quantification method of soil scour parameters of river bank considering the influence of tamarisk root system
  • Quantification method of soil scour parameters of river bank considering the influence of tamarisk root system

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Embodiment

[0050] This embodiment is carried out in a glass water tank, see figure 1 , the length of the glass water tank used is 20m, the width is 0.5m, the height is 0.5m, the slope of the bottom slope of the water tank is 1‰, the gate of the water tank is installed to adjust the flow, the tailgate at the end of the water tank can control the water level, and there is a triangular water measuring weir at the tail, which can be measured flow in the sink. The test soil samples were compacted layer by layer in the water tank to form the test section. The soil slope of the test section was planned to be the slope of a section near the Shaya Bridge on the Tarim River (longitude 82°8′39.4″ latitude 40°51′35.5″). The test section is 7.5m away from the entrance of the water tank. The length of the test section is 2m, the height is 0.2m, the width is 0.2m, and the slope is m=2:1. The cross section of the test section is trapezoidal. image 3 , take three sections 1-1, 2-2, 3-3 every 0.5m in th...

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Abstract

The invention discloses a method for quantifying the scouring parameters of riverbank soil considering the influence of tamarisk root system, comprising: the first step, using a glass water tank as the test tank, and setting a trapezoidal test section in the glass water tank; the second step, the test section The scouring test without tamarisk root system coverage was carried out in the test section, and the numerical relationship between the priming shear stress and the erosion coefficient was fitted; in the third step, the scouring test with tamarisk root system was carried out in the test section, and the priming shear stress and root system Numerical relationship between density and dry density, as well as the numerical relationship between erosion coefficient and root density and dry density; the fourth step is to calculate the starting shear stress of the section according to the numerical relationship between starting shear stress and root density and dry density; Step 5: Calculate the scour coefficient of the section according to the numerical relationship between the scour coefficient and the root density and dry density. Introducing the influence of tamarisk root system into the quantification of soil scour parameters of the river bank can obtain more accurate quantitative indicators.

Description

technical field [0001] The invention belongs to the technical field of quantification of scouring parameters of river bank soil, and in particular relates to a quantification method of scouring parameters of river bank soil considering the influence of tamarisk root system. Background technique [0002] Under the action of water flow, the soil is easily scoured, especially on river banks, lake banks and other bank slopes. In the Tarim River Basin in Xinjiang, the typical desert vegetation with red willow as the main body is decreasing, and the erosion of the coastal soil is relatively serious. Through field investigation and research, it is found that the riverbank soil with vegetation root system is not easy to be washed by water. Vegetation roots interpenetrate and entangle the soil, which enhances the anti-shock ability of the soil, weakens the degree of dispersion between soil particles, and makes it difficult for the soil to start under the action of water flow. The ma...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01N3/02G01N3/56
CPCG01N3/02G01N3/567
Inventor 宗全利刘贞姬蔡杭兵陈志康
Owner QINGDAO AGRI UNIV
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