纸质出版:2003
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[1]游勇,欧国强,吕娟,柳素清,唐邦兴.四川九寨沟县关庙沟泥石流及其防治对策[J].防灾减灾工程学报,2003(04):50-55.
游勇, 欧国强, 吕娟, et al. Debris Flow Disaster and Its Control in Guanmiao Gully in Sichuan Province[J]. 2003, (4): 50-55.
关庙沟为嘉陵江上游支流白水江右岸的一条支沟
位于四川九寨沟县城区
曾多次发生过严重的泥石流灾害
直接威胁县城和九寨沟旅游环线公路的安全。该沟泥石流具有容重大(2.20t/m3)、搬运固体物质粒径粗、固体物质以沟岸滑坡和沟床堆积物补给为主等特征。本文分析了该沟泥石流的形成、流体性质、类型等基本特征
预测灾害的发展趋势
提出泥石流减灾防灾对策。
Guanmiao Gully
located in Jiuzhanggou Town
is one of the first tributaries of the Baishuijiang River of Jialingjiang River system. Guanmiao Gully is a representative debris flow gully in the mountain of Sichuan Province. It has a drainage area of 14. 3 km2
and a total length of 8. 20 km. Geological
geomorphological
and climatic features are presented in this paper. The drainage develops in the eastern edge of the Minshan mountain area
and in the northern edge of Longmenshan mountain area
where the precipitation is very concentrated from May to September accounting for 75% of the year
the maximum daily precipitation is 51. 3 mm. Therefore
the composition of landform
geology and rainstorm provides favourable conditions for debris flow on July 28
1984
which was disastrous excited in this Gully. In this disaster
26 persons died
40km highway was damaged
35925m2 houses were destroyed
farmlands were covered with stone
mud and silt. The debris flow with the charactersistics
such as rush occurrence
short duration
high density
strong impact
was triggered by a storm in Guanmiao ravine
It affected the city
towns
villages and road in front of the hill
and destroyed landscape on the hill. Potential hazards are still existing in the gullies. The major characteristics of debris flow are as follows: (1) The fluid belongs to viscous
the unit weight is 2. 22 t/m3; (2) Solid state material composing fluid are thick; (3) The majority of solid material stems from landslide and gully-bed deposits; (4) Low frequency
the period of a large-scale debris flow occureence is about 50-70 years. Debris flow has two development tendencies in this gully
if unreasonable activities of human cease
and a comprehensive control measure work
debris flow will become weak. Four engineering plans for disaster relief have been put forward. The optimal plan has been recommended based on the comparison. The comprehensive planning for controlling the debris flow consists of 2 check dams
a 485 m-long drainage grooves
10 submerged dims and planting
The action is of great significance for improving environment and protecting personal. By adopting the control
land use planning
urban and rural development
and environmental conservation
integrating debris flow control will have positive impact on economic and social development as well as local environment preservation.
南坪县城后山泥石流及其综合治理 [J]. 泽仁珠,李克强,谭明政,周必凡,高考. 山地研究 . 1984(01)
泥石流及其综合治理[M]. 科学出版社 , 吴积善等著, 1993
泥石流防治指南[M]. 科学出版社 , 周必凡等编著, 1991
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