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Fast clogging problem of open check dams and a new type suggestion:curved footed type open check dam
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作者 ANILAN Tugce AKCALI Emre 《Journal of Mountain Science》 SCIE CSCD 2023年第5期1201-1219,共19页
Driftwood is one of the important physical components in mountainous rivers which causes severe hazards due to the clogging of bridges,culverts,and narrow sections during floods.Therefore,the understanding of driftwoo... Driftwood is one of the important physical components in mountainous rivers which causes severe hazards due to the clogging of bridges,culverts,and narrow sections during floods.Therefore,the understanding of driftwood dynamics and mitigation measures are crucial for managing wood in rivers.Open check dams are the most commonly used engineering measure for preventing driftwood from reaching downstream areas.Nevertheless,these open check dams frequently lose their sediment transport function when they are blocked by sediment and driftwood,especially during major flood events.This paper proposes a new type of open check dam for preventing from clogging.Thus,flume experiments were conducted to examine the influence of different types of open check dams on the characteristics of driftwood deposition.For the model with wood length(LWD)=16.5 cm,wood diameter(D)=15 mm,and wood number(N)=172,the highest trapping efficiency was observed with 90.1%and 87.2%retention rates for the classical debris flow breaker and curved footed open check dams,respectively.Laboratory tests showed that through this proposed design,woody debris blockage in a very short time was prevented from the accumulation of woods beside the dam.In addition to this,most of the sediment passed through the check dam and most of the driftwood got trapped.It can be briefly stated that the geometrical design of the structure plays an important role and can be chosen carefully to optimize trapping efficiency.By designing this type of open check dams in mountain river basins,it may provide a better understanding of the driftwood accumulation and basis for the optimal design of these structures.Further development of the solution proposed in this work can pave the way for designing different types of open check dams for effective flood management. 展开更多
关键词 Debris flow open check dam DRIFTWOOD Trapping efficiency Sediment transport Flood management Riverflow
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透过型泥石流拦砂坝工程减灾效果分析
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作者 孙昊 游勇 +3 位作者 李道凌 柳金峰 王东伟 刘帆 《自然灾害学报》 CSCD 北大核心 2023年第6期37-46,共10页
为了更好地理解透过型坝的减灾表现,通过对岷江上游、安宁河流域已建的透过型坝开展无人机航测、泥石流取样、室内分析测试等工作,将坝体开口形式分为横向开口、竖向开口、方形开口和混合开口4种类型,研究结果表明:区内透过型坝结构主... 为了更好地理解透过型坝的减灾表现,通过对岷江上游、安宁河流域已建的透过型坝开展无人机航测、泥石流取样、室内分析测试等工作,将坝体开口形式分为横向开口、竖向开口、方形开口和混合开口4种类型,研究结果表明:区内透过型坝结构主要以方形开口为主,拦砂坝满库和半库工况占比分别为33.65%和40.38%;回淤纵坡经验值S dep=(0.31~0.83)S init,整体都表现出较好的回淤缓坡效果;在调控方面,透过型坝表现出一定的拦粗排细特征,但由于坝体开口较小,其对粒径的分选效果并不显著;透过型坝减灾中存在坝(群)开口参数设计不合理、坝体结构整体性较差、过流结构的磨蚀破坏、坝下游冲刷侵蚀和基础淘蚀破坏以及库内人工清淤不当等问题。研究成果完善了透过型坝的结构分类,加深了对其功能性的认识和理解,明确了工程实践中的问题与不足,可为工程优化设计提供技术支撑。 展开更多
关键词 泥石流 透过型拦砂坝 运行现状 拦淤调控 减灾效果
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