Exploring and discussing of the debris flow control engineering in Macao gully
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Exploring and discussing of the debris flow control engineering in Macao gully
Bulletin of Soiland Water ConservationVol. 8, Issue 6, Pages: 50-60(1989)
作者机构:
1. 中国科学院兰州冰川冻土研究所
2. 武都水土保持科学试验站
作者简介:
基金信息:
DOI:
CLC:
Published:1989
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Cai Xiangxing, Li Honglian, Cai Bingtian. Exploring and discussing of the debris flow control engineering in Macao gully[J]. Bulletin of Soiland Water Conservation, 1989, 8(6): 50-60.
DOI:
Cai Xiangxing, Li Honglian, Cai Bingtian. Exploring and discussing of the debris flow control engineering in Macao gully[J]. Bulletin of Soiland Water Conservation, 1989, 8(6): 50-60.DOI:
Exploring and discussing of the debris flow control engineering in Macao gully
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.