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    Boulder-Faced Log Dams as an Alternative for Gabion Check Dams in First-Order Ephemeral Streams with Coarse Bed Load in Ethiopia

    Source: Journal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 001
    Author:
    Jan Nyssen
    ,
    Seifu Gebreselassie
    ,
    Romha Assefa
    ,
    Jozef Deckers
    ,
    Amanuel Zenebe
    ,
    Jean Poesen
    ,
    Amaury Frankl
    DOI: 10.1061/(ASCE)HY.1943-7900.0001217
    Publisher: American Society of Civil Engineers
    Abstract: Although thousands of gabion check dams have been installed to control gully erosion in Ethiopia, several challenges still remain, such as the issue of gabion failure in ephemeral streams with coarse bed load, which abrades at the chute step. As an alternative for gabion check dams in torrents with coarse bed load, boulder-faced log dams were conceived, installed transversally across torrents, and tested (n=30). For this, logs (22–35 cm across) were embedded in the banks of torrents, 0.5–1 m above the bed, and their upstream sides were faced with boulders (0.3–0.7 m across). Similar to gabion check dams, boulder-faced log dams lead to temporary ponding, spreading of peak flow over the entire channel width, and sediment deposition. The results of testing under extreme flow conditions (including two storms with return periods of 5.6 and 7 years) show that 18 dams resisted strong floods. Beyond certain flood thresholds (represented by proxies such as Strahler’s stream order, catchment area, D95, or channel width), 11 log dams were completely destroyed. Smallholder farmers see much potential in this type of structure to control first-order torrents with coarse bed load because the technique is cost-effective and can be easily installed.
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      Boulder-Faced Log Dams as an Alternative for Gabion Check Dams in First-Order Ephemeral Streams with Coarse Bed Load in Ethiopia

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4239056
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    contributor authorJan Nyssen
    contributor authorSeifu Gebreselassie
    contributor authorRomha Assefa
    contributor authorJozef Deckers
    contributor authorAmanuel Zenebe
    contributor authorJean Poesen
    contributor authorAmaury Frankl
    date accessioned2017-12-16T09:08:15Z
    date available2017-12-16T09:08:15Z
    date issued2017
    identifier other%28ASCE%29HY.1943-7900.0001217.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4239056
    description abstractAlthough thousands of gabion check dams have been installed to control gully erosion in Ethiopia, several challenges still remain, such as the issue of gabion failure in ephemeral streams with coarse bed load, which abrades at the chute step. As an alternative for gabion check dams in torrents with coarse bed load, boulder-faced log dams were conceived, installed transversally across torrents, and tested (n=30). For this, logs (22–35 cm across) were embedded in the banks of torrents, 0.5–1 m above the bed, and their upstream sides were faced with boulders (0.3–0.7 m across). Similar to gabion check dams, boulder-faced log dams lead to temporary ponding, spreading of peak flow over the entire channel width, and sediment deposition. The results of testing under extreme flow conditions (including two storms with return periods of 5.6 and 7 years) show that 18 dams resisted strong floods. Beyond certain flood thresholds (represented by proxies such as Strahler’s stream order, catchment area, D95, or channel width), 11 log dams were completely destroyed. Smallholder farmers see much potential in this type of structure to control first-order torrents with coarse bed load because the technique is cost-effective and can be easily installed.
    publisherAmerican Society of Civil Engineers
    titleBoulder-Faced Log Dams as an Alternative for Gabion Check Dams in First-Order Ephemeral Streams with Coarse Bed Load in Ethiopia
    typeJournal Paper
    journal volume143
    journal issue1
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001217
    treeJournal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 001
    contenttypeFulltext
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