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Fast clogging problem of open check dams and a new type suggestion:curved footed type open check dam

Journal of Mountain Science 2023年第5期20卷 1201-1219页

作者： ANILAN Tugce AKCALI Emre Karadeniz Technical University Department of Civil EngineeringTrabzon 61080Turkiye State Hydraulic Works 6th Regional DirectorateAdana 01120Turkiye

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 ***,the understanding of driftwood dynamics and mitigation measures are crucial for managing wood in *** check dams are the most commonly used engineering measure for preventing driftwood from reaching downstream ***,these open check dams frequently lose their sediment transport function when they are blocked by sediment and driftwood,especially during major flood *** paper proposes a new type of open check dam for preventing from ***,flume experiments were conducted to examine the influence of different types of open check dams on the characteristics of driftwood *** 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,*** tests showed that through this proposed design,woody debris blockage in a very short time was prevented from the accumulation of woods beside the *** addition to this,most of the sediment passed through the check dam and most of the driftwood got *** can be briefly stated that the geometrical design of the structure plays an important role and can be chosen carefully to optimize trapping *** 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 *** development of the solution proposed in this work can pave the way for designing different types of open check dams for effective flood management.

关键词： Debris flow open check dam Driftwood Trapping efficiency Sediment transport Flood management Riverflow

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Design of sediment detention basins: Scaled model experiments and application

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International Journal of Sediment Research 2021年第1期36卷 136-150页

作者： Anita Moldenhauer-Roth Guillaume Piton Sebastian Schwindt Mona Jafarnejad Anton J.Schleiss Hydraulic Constructions Platform (PL-LCH) Swiss Federal Institute of Technology Lausanne (EPFL) Université Grenoble Alpes Institut National de Recherche en Sciences et Technologies Pour L'environnement et L'agriculture (IRSTEA)

Sediment detention basins are implemented on mountain rivers to trap solid material that may aggravate the flooding of downstream ***,retention structures built in the past may unnecessarily retain sediment during non-hazardous flood events,resulting in high maintenance costs and sediment deficit *** addition,the so-called spontaneous self-flushing of previously retained sediment during floods has occasionally been *** research suggests to design sediment detention basins for controlling sediment passage with a guiding channel across the deposition area upstream of a hybrid *** barriers consist of a check dam with a slot orifice and an upstream bar screen with a bottom clearance in order to benefit from a combined mechanical-hydraulic retention *** present paper enhances this pioneering research with the help of new experimental data,including a wide range of sediment mixtures and large wood,as well as variable barrier *** design criteria are provided regarding the bar screen and the basin storage *** functionality of the enhanced concept for sediment detention is illustrated by a case study on a physical model:the protection of the Villard-Bonnot village(France) against torrential hazards.

关键词： Sediment continuity Sediment trap Bedload open check dam Sediment flushing

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