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Sea floor corrosion-proof and silt-promoting system and its application

An anti-erosion and seaweed technology, applied in sea area engineering, pipeline laying and maintenance, water conservancy projects, etc., can solve the problems of increased construction difficulty due to self-weight, poor effect, and insufficient effect, so as to improve the bearing capacity of the seabed and improve the effect , the effect of easy installation

Inactive Publication Date: 2009-12-16
INST OF OCEANOLOGY - CHINESE ACAD OF SCI +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The sandbag method is used to support the suspended section of the pipeline laid on the seabed within a water depth of 50m (see figure 1 ), the simplest and most cost-effective, but the tests in the North Sea show that traditional sandbags are not very effective in protecting pipelines from mechanical damage
The method of throwing gravel is widely used to deal with the problem of suspended pipelines. It can be thrown along all the suspended sections of the pipeline, and gravel can also be thrown at several points in the suspended section of the pipeline to form gravel piles to protect the pipeline. , further maintenance and control are required due to stone settling
Although the asphalt sedimentation bed has good flexibility, it is considered to be more suitable for protecting the exposed section of the pipeline in deep water. The disadvantage is that the extremely heavy self-weight increases the construction difficulty. sunken bed (see image 3 ), as with any rigid body, scour still occurs at the edges and causes slow settling, requiring further processing
[0004] In the prior art, there is a method of laying artificial seagrass-type sedimentation beds on the pipeline to solve the problem of seabed silting promotion. The artificial seaweeds are single branches, and the effect of erosion and silting promotion is not enough; there are also artificial seaweeds that are "planted" by anchors. In the method on the bottom of the sea, the structure of the anchor is a sheet with a guide mechanism tied with a rope (see Figure 4), the disadvantage is that the processing is inconvenient and the structure is complicated

Method used

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  • Sea floor corrosion-proof and silt-promoting system and its application
  • Sea floor corrosion-proof and silt-promoting system and its application
  • Sea floor corrosion-proof and silt-promoting system and its application

Examples

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Embodiment 2

[0046] The difference from Example 1 is:

[0047] Wherein the blade is made of polypropylene material with a specific gravity of 0.68g / cm 3 .

[0048] Submarine anti-erosion and silt-promoting system application: directly fix the artificial seagrass of the net-like flexible frame structure on the coastline of the place where the seabed moves through the anchoring system (the seabed that needs to promote siltation or prevent erosion).

[0049] The present invention carries out the research result of artificial seaweed promoting sedimentation experiment. The results showed that the greater and denser the seagrass laying, the greater the reduction in flow velocity near the seafloor surface. Figure 9 Shown is the comparison of seafloor velocity when the beach without seagrass and the beach with seagrass experience the same tidal process, and the measurement results show that the beach velocity with the seagrass of the present invention is obviously smaller than the beach withou...

Embodiment 3

[0051] The difference from Example 1 is:

[0052] Wherein the specific gravity of the blade material is 0.4g / cm 3 . Subsea anti-erosion and sedimentation promotion systems are applied on the upper surface of pipelines laid on the seabed (see Figure 7-2 , wherein: the pipeline represented by the black long frame is covered by the artificial seaweed of the network flexible frame structure, and 8 pieces of artificial seagrass of the network flexible frame structure in this embodiment are connected together and laid above the pipeline, and each piece is laid at the position of the anchoring system see Figure 7-3 ).

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Abstract

The invention relates to seabed silting promotion technology, in particular to a seabed anti-erosion and silting promotion system and its application. The seabed anti-erosion and silt-promoting system is: the artificial seagrass with a net-like flexible frame structure is fixed on the seabed structure through an anchoring system; the artificial seagrass has flexible branches, and the seaweed blades are in a curtain-like structure, and the compressed strings are worn on the flexible branches. On the trunk, a string-shaped sheet-like structure that can naturally spread out is formed, and the bottom of the branch is connected with a flexible frame connected to the anchoring system. The anchoring system is composed of an elastic blade that can be opened and closed, a support rod tied with a cable, and a pile rod. The free ends of the cables attached to the rods are connected to the flexible frame. The invention has the advantages of better anti-corrosion and silt-promoting treatment effects, simple structure, convenient processing and installation, and low cost.

Description

technical field [0001] The invention relates to seabed silting promotion technology, in particular to a seabed anti-erosion and silting promotion system and its application. Background technique [0002] Since the 1980s, along with the development of my country's submarine oil and gas resources, a large number of submarine oil and gas pipelines (sea pipelines) have been successively laid on the offshore seabed. The spatial position of the subsea pipeline has obvious changes, and further development may cause the submarine pipeline to be completely suspended, thus endangering the safety of the pipeline. [0003] At present, the commonly used protection methods include piled sandbags, throwing gravel, and asphalt bed on the seabed near the pipeline. The sandbag method is used to support the suspended section of the pipeline laid on the seabed within a water depth of 50m (see figure 1 ), the simplest and most cost-effective, but tests in the North Sea show that traditional san...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02B3/00F16L1/16
Inventor 阎军范奉鑫杨存黄健福
Owner INST OF OCEANOLOGY - CHINESE ACAD OF SCI
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