Opened backflow shutter type bulwark

Abstract

The invention discloses an opened backflow shutter type bulwark which comprises a bulwark body in a slope external structure. The bulwark body is characterized in that the bulwark body inside is a swash height chamber in a caisson structure. A plurality of opened channels are arranged on the lower part of the bulwark body on the coastal side in a length direction. The opened channels are connected with the swash height chamber. A shutter structure is arranged on the upper part of the bulwark body in the sectional direction of the bulwark body. The shutter structure is connected with the swash height chamber and forms a wave channel with the opened channels. According to the bulwark provided by the invention, the wave height is reduced by the gap of the shutter, energy is consumed by the swash height chamber, and the action force by wave on the bulwark is reduced by backflow of the opened channels.

Description

technical field [0001] The invention relates to a breakwater, in particular to an open return louvered breakwater. Background technique [0002] The current structural types of breakwaters mainly include slope type and vertical type. Slope-type breakwaters have a better wave dissipation effect, but the cost increases sharply as the water depth increases; vertical breakwaters increase the engineering volume with water depth increases, but the wave-dissipation effect is not as good as slope embankments, and because of the total reflection or partial reflection of waves Reflection makes the structure bear a large horizontal load, which is detrimental to the stability of the structure. [0003] In order to meet the needs of international trade and the trend of large-scale transport ships, port construction has gradually entered deep-water open seas with deep water and large waves. Traditional breakwaters can no longer meet the needs of deep-water port development due to high co...

AI Technical Summary

Problems solved by technology

Slope-type breakwaters have a better wave dissipation effect, but the cost increases sharply as the water depth increases; vertical breakwaters increase the engineering volume with water depth increases, but the wave-dissipation effect is not as good as slope embankments, and because of the total reflection or partial reflection of waves Reflection, making the structure bear a large horizontal load, which is detrimental to the stability of the structure

[0003] In order to meet the needs of international trade and the trend of large-scale transport ships, port construction has gradually entered deep-water open seas with deep water and large waves. Traditional breakwaters can no longer meet the needs of deep-water port development due to high cost, complicated technology, and difficult construction. The structural types of deep water breakwaters are developing towards new structural types such as air-permeable structures, energy-dissipating structures, and multi-functional structures.

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