WO2003016639A1 - Barrage de fond marin empechant le deplacement du sable et procede de construction du barrage - Google Patents

Barrage de fond marin empechant le deplacement du sable et procede de construction du barrage Download PDF

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Publication number
WO2003016639A1
WO2003016639A1 PCT/JP2002/008067 JP0208067W WO03016639A1 WO 2003016639 A1 WO2003016639 A1 WO 2003016639A1 JP 0208067 W JP0208067 W JP 0208067W WO 03016639 A1 WO03016639 A1 WO 03016639A1
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WO
WIPO (PCT)
Prior art keywords
wave
dam
breaking
submarine
sand
Prior art date
Application number
PCT/JP2002/008067
Other languages
English (en)
Japanese (ja)
Inventor
Kenji Ishikura
Original Assignee
Soken Kogyo Co Ltd
Kenji Ishikura
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Soken Kogyo Co Ltd, Kenji Ishikura filed Critical Soken Kogyo Co Ltd
Priority to JP2003520916A priority Critical patent/JPWO2003016639A1/ja
Publication of WO2003016639A1 publication Critical patent/WO2003016639A1/fr

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment

Definitions

  • the present invention relates to a sediment-prevention submarine dam for preventing coastal sedimentation and a method of constructing the same.
  • the artificial reefs, submerged levee, etc. weaken the power of the waves, so that sand can be stored behind them (shore side), but these levee bodies have high seawater permeability and can directly store sand. Because it is not structured, it may be re-driven by the direction of the waves, coastal currents, etc. In other words, the artificial reefs and submerged embankments can indirectly accumulate sand, but do not have a structure that actively and directly accumulates sand. Therefore, there was a problem that the sand near the beach line, which was wound up by the waves, penetrated the embankment and was carried offshore.
  • Preventing coastal erosion and maintaining sandy beaches can be achieved by reducing the speed of the waves that hit the coast due to wave extinction, and by lowering the coastal sand to the shore side of the submarine dam, reducing the amount of sand carried offshore. The effect is expected.
  • the present invention not only minimizes the sedimentation caused by natural energy, but also uses it to convert the power of nature not to destructive force but to the creation force, and to assist the artificial.
  • the above problem was solved by retaining quicksand on the shore.
  • an artificial submarine dam was used to reduce the strength of the waves breaking and breaking the shore, and the sand that was carried offshore was settled on the shore of the submarine dam, successfully preventing the coast from collapsing. Not only that, sandy beach development was successful.
  • the invention of the submarine dam is to create a rubble foundation on the seabed near the breaking point or on the shore side of the breaking point, install a wave-breaking structure on the rubble foundation, A sand runoff dike was constructed behind the side.
  • the rubble foundation ground is composed of a breaking wave laying material in which a grid frame formed by joining high-strength members is installed on the seabed ground, and a wave breaking laying material fitted and locked in the grid frame of the breaking wave laying material. It can be constituted by a corrugated material.
  • the wave-absorbing structure can be a wave breaking block array in which prefabricated wave-breaking blocks are three-dimensionally combined in the direction of the waves, the horizontal direction of the coast, and the depth direction so that there is a gap inside. .
  • the reason for having a void inside is to keep only the shore sand on the shore side of the submarine dam and allow ebb to pass offshore from the submarine dam.
  • the sand runoff prevention levee can be formed by appropriately combining a quarry stone, a wave breaking material, and a buried soil.
  • the invention of the method of constructing a submarine dam is to lay a grid frame made of high-strength members horizontally on the seabed near the breaking point or on the shore side of the breaking point, To form a rubble foundation ground, install a wave-damping structure on the rubble foundation ground in a three-dimensional combination, and place a wave-damping material offshore of the wave-damping structure. In this method, they are juxtaposed to form a submarine dam.
  • the symbol i indicates the seabed gradient.
  • H is the equivalent deep water wave and L is the equivalent. Indicates a wavelength.
  • H is calculated from the offshore wave height H 0 , but the description of the calculation method and the like is omitted.
  • Waves break at seabed gradient i and waveform gradient H. / L. Although it varies greatly depending on the condition of, it generally breaks at a position where the water depth h b is 1.5 to 2.5 times H (.
  • breaking waves a large offshore deep wave goes to the shore without breaking, and the wave breaks when approaching a shallow water where the value of h b / wave height H (is approximately 1.5 to 2.5 or less. This is called breaking waves.
  • Fig. 9 conceptually shows how the breaking waves travel toward the shore, reach the run-up area, cut the sandy beach and erode the shore.
  • the breaking wave 33 is generated at the breaking point 30 where the water depth wave height 1 ⁇ is approximately 1.5 to 2.5, and the wave height 1 ⁇ proceeds while breaking further.
  • the breaking wave 3 3 which reached the run-up area 3 1 cuts the sandy beach 3 2 and erodes the coast.
  • the shaved sand is transported offshore and settles and deposits near the breaking point 30, forming sand bars 34.
  • the moss is settled, even the smaller waves break at the sand bar 34, and the sand in the sand bar 34 is transported again to the upstream area 31. If this balance is maintained, no erosion will occur, but the sand will float and move not only when it is shrimp, but also when it is a small wave. This is related to the offshore waves and the particle size of the sand, the water temperature, etc. In general, the longer the offshore wave cycle, the more the sand moves offshore. However, the amount is a problem, and the amount of movement in the case of moss is overwhelmingly large.
  • the mechanism of movement of sand on the coast is generally considered as described above.
  • the submarine dam of the present invention aims at artificially reducing the breaking water depth.
  • the wave power is greatly weakened, and the ascending area 35 in FIG. 7 is much narrower than the conventional ascending area 31 in FIG. Very low.
  • the new reef stops just before the submarine dam 25, so that the shaved sand does not fall offshore.
  • the submarine dam acts as a resistance, weakens the flow velocity, and promotes the sedimentation of the sand.
  • the submarine dam of the present invention is located near the breaking point, breaks waves, and has the effect of weakening its power.Therefore, the foundation is built firmly on the submarine ground, and scattering of blocks due to scouring, etc. The structure must be durable. Therefore, the material constituting the rubble foundation ground on which the submarine dam of the present invention is based is a high-strength member such as steel.
  • the offshore part of the upper part of the submarine dam must be able to withstand large waves and provide characteristics to steadily extinguish waves. Therefore, the height of the submarine dam needs to be set up near the area where the sudden change of the wave below the water surface occurs.
  • the submarine dam is a structure whose purpose is to receive the breaking of a large wave and further dissipate the energy of the wave. Therefore, on the shore side of the submarine dam, a wave-dissipating structure is constructed by packing the wave-dissipating blocks and others, and its width is at least 7 ⁇ ! It is desirable that the length be 10 m or more. In this way, the energy of the waves is By contrast, the destructive forces applied to the shore are rapidly weakened, and the destruction of the shore is thus minimized.
  • the shore side of the wave-dissipating structure shall have a structure that can withstand the flow of the wave-dissipating current by reinforcing the strength with quarry stone and the like.
  • the shore side shall be gently sloped to promote sedimentation of quicksand.
  • the submarine dam Since the submarine dam is located at the forefront of the sandy beach to be maintained and constructed, it is conceivable to build a sand stop structure separate from the seabed dam between the coast and the submarine dam.
  • the submarine dam of the present invention can create a sandy beach by utilizing natural force by minimizing the destruction and erosion of the shore, especially the sandy beach, and by sedimenting a large amount of sand carried offshore.
  • the present invention fulfills the auxiliary role of sand development (helping natural power). Therefore, the destruction of the coast by natural forces is not only prevented beforehand, but also the beach area can be increased year by year.
  • FIG. 1 is an enlarged conceptual view in which a part of a side surface of a triangular structure in which a prefabricated breakwater block of a submarine dam according to an embodiment of the present invention is assembled is omitted.
  • Fig. 2 (a) is an enlarged conceptual diagram of the submarine dam shown in Fig. 1 with a part of the surface where the triangle structure adjacent to the triangle structure shown in Fig. 1 appears, omitted.
  • Fig. 2 (b) shows the triangular structure shown in Fig. 1 and the triangular shape shown in Fig. 2 (a) in the wave-dissipating structure of the submarine dam shown in Fig. 1 and Fig. 2 (a).
  • FIG. 4 is an enlarged conceptual diagram in which a part of a state in which the structure is alternately connected in the left-right direction is omitted.
  • FIG. 3 is an enlarged cross-sectional view of a trapezoidal structure in which a prefabricated breakwater block of a submarine dam according to another embodiment is partially omitted, showing a side surface thereof.
  • FIG. 4 (a) is an enlarged conceptual view of the submarine dam shown in FIG. 3, in which a part of a surface where a trapezoidal structure adjacent to the trapezoidal structure shown in FIG. 3 appears is omitted.
  • FIG. 4 (b) shows the trapezoidal structure shown in Fig. 3 and the trapezoidal structure shown in Fig. 4 (a) in the wave-damping structure of the submarine dam shown in Figs. 3 and 4 (a).
  • FIG. 3 is an enlarged conceptual diagram in which a part of a state in which are alternately connected in the left-right direction is omitted.
  • FIG. 5 is a conceptual diagram omitting a part of an embodiment in which a different assembly type wave canceling block is assembled.
  • FIG. 6 (a) is a conceptual diagram of an embodiment in which a submarine dam is installed in a plane U shape.
  • FIG. 6 (b) is a conceptual diagram of an embodiment in which the submarine dam is installed in a plane arch shape.
  • FIG. 7 is an explanatory view in which a part of the beach on which the submarine dam of the present invention is installed is omitted.
  • FIG. 8 is an explanatory view of conditions for generating a breaking wave.
  • FIG. 9 is an explanatory view in which a part of a conventional beach is omitted.
  • a submarine dam 25 embodiment of the present invention will be described with reference to FIGS.
  • a wave-breaking laying material 1 having a grid-like mesh is installed horizontally on the submarine ground G, and a wave-breaking material 2 such as a stone or concrete block is closely fitted into the grid.
  • a wave-breaking material 2 such as a stone or concrete block is closely fitted into the grid.
  • the position where the wave-breaking laying material 1 is installed may be on the shore or offshore from the breaking point as long as it is near the breaking point.
  • a suitable horizontal section 41 is provided at the tip of the rubble foundation ground 3 on the offshore side.
  • a wave-dissipating structure 42 constructed by assembling the assembly-type wave-dissipating blocks 4 so as to have a porosity of several tens of percent is installed.
  • This wave-absorbing structure 42 is constructed on land, and is installed on the horizontal portion 41 of the submarine rubble foundation 3.
  • a block according to Japanese Patent No. 2037152 can be used as the prefabricated type wave-eliminating block 4.
  • This prefabricated breaker block 4 has a short block and a long block.
  • the short work has a shape in which convex portions are provided on both sides of both ends in the longitudinal direction.
  • the long block has a shape in which convex portions are further provided on both sides at the center in the longitudinal direction.
  • the prefabricated wave-dissipating block 4 can form a wave-dissipating structure 42 of various shapes by locking the other prefabricated wave-dissipating block 4 to the projection.
  • the wave-absorbing structure 42 When viewed from the side as shown in Fig. 1, the wave-absorbing structure 42 has a long block 4a forming the bottom, a long block 4b forming the hypotenuse on the shore, and a long block 4 forming the hypotenuse on the offshore. c combine to form a triangular structure 43.
  • the long block 4a is placed horizontally on the rubble foundation 3, the long block 4b is placed diagonally on top of it, and the long block 4c is connected to the lower end by the horizontal section. It is formed so that it is locked to the step part 41a on the shore side of the minute 41 and leans against the offshore end of the long block 4a. At this time, the long blocks 4a, 4b, and 4c are locked to each other's projections, and form a strong triangle.
  • the prefabricated breaker block 4 has almost the same shape as the triangular structure 43 using long blocks 4d, 4e, and 4f, but differs in the manner of assembling as shown in Fig. 2 (a).
  • a triangular structure 4 4 is formed.
  • the wave-absorbing structure 42 is composed of triangular structures 43 and 44 alternately arranged in a plurality of rows in the left and right directions, and is provided via spacer protrusions 15 and 15. It is connected by steel materials 16 and 16.
  • the wave-absorbing structure 42 is constructed as an integrated structure.
  • FIG. 2 (b) is a conceptual diagram when the wave-dissipating structure 42 is viewed from the sea side.
  • a backing stone 5 is inserted into the back of the shore side of the wave-dissipating structure 42 configured as described above. : At this time, the side of the shore where the backing stone 5 was inserted is a slope corresponding to the slope of the long block 4b.
  • a sand-prevention sheet 6 is attached. This is to prevent the sand on the beach from flowing through the backing stone 5 and into the wave-dissipating structure 42 and the rubble foundation ground 3.
  • the top of the sand protection sheet 6 is covered with chestnut stone 7, and then a split stone 8 is put on the back side of the shore.
  • a split stone 8 On the upper surface of the backing stone 5 and the chestnut stone 7, large stones 14 with a mass of about 200 kg are laid.
  • a stone stone 9 may be laid behind the shore of the split stone 8 as shown in FIG.
  • a grid net 10 is laid below and locked to this 9 and so on to prevent scattering. If Kuriishi 9 etc. are not scattered, seaweed such as kelp will grow, which will have the effect of improving the coastal environment.
  • JP02 / 08067 In the figures, reference numerals 10 and 11 indicate a steel mesh grid, and reference numeral 12 indicates a water surface.
  • the wave is further broken by the above (200 kg or more), and the 5 large waves are eliminated during the passage of about 10 m width.
  • the large waves break and then break, and the sand generally settles on the shore of the sea bottom dam 25.
  • the sand is clogged between the broken stones or the like, and the sand is prevented from flowing out by the sandproof sheet 6, so that the amount of sand carried to the sea side by the waves is significantly reduced.
  • the wave-absorbing structure 46 of this embodiment is different from the wave-absorbing structure 42 of Embodiment 1 when viewed from the side as shown in FIG.
  • the short block 4 g and the short block 4 h forming the hypotenuse are combined to form a trapezoidal structure 47.
  • the long work 4a is placed horizontally on the rubble foundation 3 and the short work 4g is placed thereon in parallel, and the short work 4h is placed on the shore end of the long work 4a. It is formed so as to lean against 5 parts.
  • the assembled wave-breaking block 4 has the same shape as the trapezoidal structure 47, with the short block 4h further leaning against the offshore end of the long block 4a, but is assembled differently.
  • (A) Form a trapezoidal structure 48 as shown.
  • the wave-absorbing structure 46 is formed by connecting the trapezoidal structures 47 and 48 to the left and right sides.
  • a plurality of rows are alternately arranged in parallel in the direction, and connected by steel materials 16 and 16 via spacer projections 15 and 15.
  • a plurality of the trapezoidal structures 47 and 48 in such a different manner are arranged in parallel in the left and right direction and connected to each other, whereby the wave-absorbing structure 46 is constructed as an integrated structure.
  • FIG. 4 (b) is a conceptual diagram when the wave-dissipating structure 46 is viewed from the sea side.
  • the second embodiment is the same as the first embodiment in the structure, operation, and effects except that the shapes of the wave-dissipating structures 42 and 46 are different.
  • the same reference numerals are given in the drawings, and the description thereof will be omitted.
  • Example 3
  • the difference between the submarine dam 49 of this embodiment and the submarine dam 25 described in Embodiment 1 is that the method of assembling the prefabricated wave-dissipating block 4, that is, the shape of the wave-dissipating structures 42 and 50 The only difference is.
  • the wave-breaking structure 50 of this embodiment has a triangular structure 4 3 (44) in the wave-breaking structure 42 of Embodiment 1 in the direction in which waves hit.
  • an inverted triangular structure 4 3 (4 4) is formed in a triangular space formed between the two triangular structures 4 3 (4 4) and 4 3 (4 4). Further combined, they form a large trapezoid. That is, three triangular structures 4 3 (44) in Example 1 are arranged in a trapezoid, and these are arranged in a plurality of rows in the left-right direction via the spacer projections 15, 15, and the steel material 16, It is composed by connecting by 16.
  • the third embodiment has the same structure, operation, and effect as the first embodiment except that the shape of the wave-dissipating structures 42 and 50 is different.
  • the same reference numerals are given in the drawings, and the description thereof will be omitted.
  • the submarine dams 25, 45, and 49 of the present invention may be arranged in a flat U shape as shown in FIG. 6 (a) to prevent sand from flowing out.
  • Fig. 6 (b) there are cases where the land is arranged in a flat arch between capes in a terrain such as a pocket beach.
  • reference numeral 24 denotes a shoreline
  • 23 denotes a breakwater. Is a cape).
  • the submarine dams 25, 45, and 49 of the present invention are provided near the wave breaking position 36 as shown in FIG. Therefore, even if the sand naturally accumulates or the sand is poured into the submarine dam and the recess on the shore side, the sand does not flow out as in the past, so the sandy beach is secured.
  • a submarine dam is constructed near the breaking wave point, and the power of the waves is reduced by breaking waves, breaking waves, etc., so that sand is precipitated and erosion and destruction of the coast is minimized. effective.
  • the sand carried offshore by the submarine dam settles on the shore of the submarine dam and prevents outflow, so that it has the effect of automatically creating a sandy beach.
  • the natural force is used to the utmost, there is an effect that, after the construction of the seabed dam, the erosion of the coast is prevented and the sand beach is automatically created without applying any artificial force.
  • the wave-damping laying material 1 is installed horizontally on the seabed ground G, and the wave-damping structure consisting of the wave-damping material and wave-damping block is installed on top of it. There is no risk of the materials and wave-breaking structures tilting or collapsing.

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Abstract

L'invention concerne un barrage de fond marin empêchant le déplacement de sable ainsi qu'un procédé de construction du barrage capable de supprimer l'érosion de la côte et de réaliser une plage de sable, le procédé étant caractérisé en ce qu'il comprend les étapes consistant à réduire artificiellement une profondeur de brisant de manière à affaiblir l'énergie des vagues, à construire un plancher de fondation à débris sur le plancher du fond marin près d'un point de brisant ou du côté côte du point de brisant afin d'empêcher que le sable ne se déplace vers la pleine mer, à installer un corps structural brisant les vagues sur le plancher à débris et à construire un haut fond empêchant le déplacement du sable sur la partie arrière côté côte du corps structural brisant les vagues.
PCT/JP2002/008067 2001-08-10 2002-08-07 Barrage de fond marin empechant le deplacement du sable et procede de construction du barrage WO2003016639A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2003520916A JPWO2003016639A1 (ja) 2001-08-10 2002-08-07 流砂防止海底ダム及びその築造方法

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2001-244465 2001-08-10
JP2001244465 2001-08-10

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WO2003016639A1 true WO2003016639A1 (fr) 2003-02-27

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WO (1) WO2003016639A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110409368A (zh) * 2019-08-30 2019-11-05 华北水利水电大学 一种可调整与河岸角度的透水丁坝
JP2020159017A (ja) * 2019-03-26 2020-10-01 裕弘 増田 膜構造の土砂留潜堤

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06341122A (ja) * 1985-08-24 1994-12-13 Masaaki Sakuta 海底構築物
JPH1193138A (ja) * 1997-09-18 1999-04-06 Soken Kogyo Kk 組立コンクリートブロックおよび該ブロックを用いた土木構造物
JPH11100821A (ja) * 1997-09-29 1999-04-13 Toray Ind Inc 土木用不織シート
JPH11350446A (ja) * 1998-06-04 1999-12-21 Soken Kogyo Kk 消波構造物用複合主杭とその消波構造物
JP2000290954A (ja) * 1999-04-12 2000-10-17 Soken Kogyo Kk 消波敷設体とそれを使用した消波構造物

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2732098B2 (ja) * 1988-12-07 1998-03-25 株式会社コスタルエンジニアリング 侵食防止・堆砂促進装置とその施工方法

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06341122A (ja) * 1985-08-24 1994-12-13 Masaaki Sakuta 海底構築物
JPH1193138A (ja) * 1997-09-18 1999-04-06 Soken Kogyo Kk 組立コンクリートブロックおよび該ブロックを用いた土木構造物
JPH11100821A (ja) * 1997-09-29 1999-04-13 Toray Ind Inc 土木用不織シート
JPH11350446A (ja) * 1998-06-04 1999-12-21 Soken Kogyo Kk 消波構造物用複合主杭とその消波構造物
JP2000290954A (ja) * 1999-04-12 2000-10-17 Soken Kogyo Kk 消波敷設体とそれを使用した消波構造物

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020159017A (ja) * 2019-03-26 2020-10-01 裕弘 増田 膜構造の土砂留潜堤
JP6997737B2 (ja) 2019-03-26 2022-01-18 裕弘 増田 膜構造の土砂留潜堤
CN110409368A (zh) * 2019-08-30 2019-11-05 华北水利水电大学 一种可调整与河岸角度的透水丁坝
CN110409368B (zh) * 2019-08-30 2024-03-08 华北水利水电大学 一种角度可调整的透水丁坝

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