Large-gradient gravel river bank protective structure and river washout-resistant controlling method thereof

A protection structure, pebble gravel technology, applied in coastline protection, water conservancy engineering, marine engineering and other directions, can solve problems such as large changes in river width, easy collapse of river banks, and soft sinking and drainage damage, etc., to avoid flood control standards, avoid The effect of stream formation and prevention of sediment deposition

Inactive Publication Date: 2010-09-08
CHONGQING JIAOTONG UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

This treatment method also has the following deficiencies: 1) Since the long embankment is artificially built temporarily, it is built along the original slope of the river, usually in an inclined inverted splayed shape, which makes the width of the river change greatly, and in some places It is easy to cause river sand to accumulate and the river bed to be blocked; 2) In the case of seasonal floods with a large amount of pebbles, the lower end of the river bed is relatively narrow, and the impact is more serious, and the long-term scouring makes the river on both sides The embankment is prone to collapse; 3) The soft subsidence is used as the anti-scouring component at the bottom, which can fluctuate with the movement of the water flow when the water flow is not too large, reducing the impact of the water flow on the bottom of the river bed, thereby alleviating to a certain extent The hollowing effect of the water flow on the bottom of the river bed, but because the soft sink is connected by many small components, which are interlockingly connected with each other, in the river with a large gradient, the impact force of the water exceeds the soft sink. The pulling force between the rows, after a period of scouring, the soft sinking row is likely to be destroyed, and will impact downstream with the river water, causing greater hidden dangers
At present, there is no effective treatment method specifically for large-scale gravel rivers, which is also an urgent problem to be solved by the water conservancy department.

Method used

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  • Large-gradient gravel river bank protective structure and river washout-resistant controlling method thereof
  • Large-gradient gravel river bank protective structure and river washout-resistant controlling method thereof
  • Large-gradient gravel river bank protective structure and river washout-resistant controlling method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0043] Embodiment 1: as figure 2As shown, an anti-scour treatment method for rivers with large gradient pebbles and gravels is mainly suitable for river sections with large river drop, many pebbles and gravels in the riverbed, high flow velocity, strong sand transport, and sudden floods. Its construction steps are as follows:

[0044] (1) Plan the line shape and determine the optimal river width according to the trend of the river course, determine the revetment protection form according to the flood control standard, determine the buried depth and laying width of the apron according to the flow velocity and the composition of the river bed, and design the revetment structure size according to the specification according to the nature and height of the fill ;

[0045] (2) On the basis of the planned alignment and according to the designed revetment structure and size of the apron, excavation is carried out on the river bed from both vertical and horizontal directions. The ex...

Embodiment 2

[0051] Embodiment 2: Another anti-scour treatment method for large-scale gravel rivers is based on Embodiment 1. When excavating the riverbed, the excavation depth in the vertical direction is enlarged to 4m, and the slope of the excavation is set 1:4; when setting the revetment structure, the pre-set holes are arranged by cast-in-place, and the pre-set holes are located at 1 / 5 height of the lower end of the revetment structure; when setting the length of the revetment structure and the apron, each section The length is 15m, and the expansion settlement joint width between two adjacent revetment structures or aprons is 5cm, and the expansion settlement joints are filled with asphalt. In this way, it can be applied to the treatment of rivers with larger gradients, with stronger protection capabilities and better stability.

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Abstract

The invention relates to a large-gradient gravel river bank protective structure and a river washout-resistant controlling method thereof. The river washout-resistant controlling method comprises the following steps of: determining a river width based on a planned line shape according to the river characteristics; determining a bank protective form according to a flood control standard; determining apron burial depth and laying width according to flow quantity and riverbed composition; designing the dimension of the bank protective structure according to the property and the height of filling soil; then excavating the riverbed along a vertical direction and a horizontal direction together; then respectively constructing vertical bank protective structures at both sides of the riverbed; also arranging presetting holes on the vertical bank protective structures; constructing aprons along the horizontal direction on both ends of the bottom of the riverbed, wherein one ends of the aprons are inserted into and fixedly connected with the presetting holes of the vertical bank protective structures positioned at corresponding sides; finally backfilling to the height of an original riverway on the aprons, and backfilling to preset height at both sides of the bank protective structure. The invention achieves the effects of basic balance of riverbed siltation erosion and fast flood discharge, plays a submission role on water flows, not only reduces the impact force of the water flows on a river levee, but also enables silt to be taken away by the water flows, thereby preventing river sand from blocking the riverway due to sedimentation.

Description

technical field [0001] The invention relates to a large gradient seasonal pebble and gravel river bank protection structure and a river anti-scouring dredging control method, belonging to the field of river channel dredging control water conservancy projects. Background technique [0002] With the economic and social development of the river basin, especially in the process of western development, the importance of water transportation cannot be ignored. So far, water transport is still the most economical and environmentally friendly mode of transportation. Especially in the central and western regions of China, the cost of railway and road transportation is high, and there is the golden waterway of the Yangtze River, so the development of the upper reaches of the Yangtze River has received more and more attention from the government. [0003] However, most of the rivers in the upper reaches of the Yangtze River have the characteristics of mountainous rivers, such as large...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02B3/00E02B3/12E02B3/16
Inventor 杨胜发刘勇张艾文付旭辉胡江兰燕萍徐芳
Owner CHONGQING JIAOTONG UNIVERSITY
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