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
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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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