Exploring and discussing of the debris flow control engineering in Macao gully
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    Abstract:

    The total river basin areas of Macao gully is 13.1km2, the clear watersupply areas in upstream, the middle stream fault destructive belt areasand the down stream loess slide areas occupies 26%, 32% and 42% of totalbasin area respectively. It is a viscous debris flow gully which bursts fre-quently,the solid substances of debris flow mainly come from middle anddown stream. The sediment load carried to Beiyu river occupies about onequarter of Beiyu river, so at the mouth of the river it threatens Wuducounty town. Although the landslides of the down stream of this gullyare connected in a large sheet, the mean free face hight of side in thegully wall is only 1.1m, the highest is no more than 4.5 m,and the axisof the slideis more or less vertical with the gully trough. It is suitablefor taking the measure to construct dam holding buck slides, for thisreason 13 dams were designed for main gullies, testing in two years forflood and debris flow has demonstrated that seven of the dams built madegood resulss.

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蔡祥兴,李鸿琏,崔炳田.马槽沟泥石流防治工程初探[J].水土保持通报英文版,1989,(6):50-60

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  • Online: December 01,2014
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