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To provide a debris flow accumulation structure capable of effectively accumulating a large amount of sediment, debris and like.SOLUTION: A debris flow accumulation structure 1 comprises a concave structure body 2, an inlet part 8 and an outlet part 9, wherein the concave structure body 2 is widened more than a width of a river, and has a bottom part 3 and a peripheral wall part 4 surrounding the periphery of the bottom part 3. A flow passage structure 12 is arranged at a center in a lateral width direction of the bottom part 3. In the debris flow accumulation structure 1, a contraction flow structure 17, a slit structure 21, and a dispersion structure 25 are consecutively arranged from an outlet side to an inlet side, wherein the slit structure 21 and the dispersion structure 25 are formed lower than the peripheral wall part 4. The contraction flow structure 17 comprises a pair of protrusions 18 formed on both sides of the flow passage structure 12 as facing to each other. The slit structure 21 is arranged on both of left and right sides in a lateral width direction of the flow passage structure 12 and formed as dams having a slit 22, respectively, and the dispersion structure 25 is protrudingly formed upward to a plurality of pairs on both of the left and right sides placing the flow passage structure 12 therebetween.SELECTED DRAWING: Figure 1
【課題】多量の土砂、土石等を、効果的に堆積可能とする。【解決手段】土石流堆積工1は、凹所構造体2、入口部8及び出口部9を有し、凹所構造体2は、河川の幅より拡幅されており、底部3と底部3の周囲を囲う周壁部4を有し、底部3の横幅方向の中央に流路工12が設けられており、土石流堆積工1内には、出口側から入口側に順次、縮流工17、スリット工21及び分散工25が配置され、スリット工21及び分散工25は、周壁部4の高さより低く形成されており、縮流工17は、流路工12の両側面に互いに対向して形成された一対の突起18から成り、スリット工21は、流路工12の横幅方向の左右両側に設けられ、それぞれスリット22を有する堰として形成され、分散工25は、流路工12を挟んで左右の両側に、複数対上方に突出して形成されている。【選択図】図1
To provide a debris flow accumulation structure capable of effectively accumulating a large amount of sediment, debris and like.SOLUTION: A debris flow accumulation structure 1 comprises a concave structure body 2, an inlet part 8 and an outlet part 9, wherein the concave structure body 2 is widened more than a width of a river, and has a bottom part 3 and a peripheral wall part 4 surrounding the periphery of the bottom part 3. A flow passage structure 12 is arranged at a center in a lateral width direction of the bottom part 3. In the debris flow accumulation structure 1, a contraction flow structure 17, a slit structure 21, and a dispersion structure 25 are consecutively arranged from an outlet side to an inlet side, wherein the slit structure 21 and the dispersion structure 25 are formed lower than the peripheral wall part 4. The contraction flow structure 17 comprises a pair of protrusions 18 formed on both sides of the flow passage structure 12 as facing to each other. The slit structure 21 is arranged on both of left and right sides in a lateral width direction of the flow passage structure 12 and formed as dams having a slit 22, respectively, and the dispersion structure 25 is protrudingly formed upward to a plurality of pairs on both of the left and right sides placing the flow passage structure 12 therebetween.SELECTED DRAWING: Figure 1
【課題】多量の土砂、土石等を、効果的に堆積可能とする。【解決手段】土石流堆積工1は、凹所構造体2、入口部8及び出口部9を有し、凹所構造体2は、河川の幅より拡幅されており、底部3と底部3の周囲を囲う周壁部4を有し、底部3の横幅方向の中央に流路工12が設けられており、土石流堆積工1内には、出口側から入口側に順次、縮流工17、スリット工21及び分散工25が配置され、スリット工21及び分散工25は、周壁部4の高さより低く形成されており、縮流工17は、流路工12の両側面に互いに対向して形成された一対の突起18から成り、スリット工21は、流路工12の横幅方向の左右両側に設けられ、それぞれスリット22を有する堰として形成され、分散工25は、流路工12を挟んで左右の両側に、複数対上方に突出して形成されている。【選択図】図1
DEBRIS FLOW ACCUMULATION STRUCTURE
土石流堆積工
SHIMA JOJI (author)
2020-12-03
Patent
Electronic Resource
Japanese
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
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