都江堰市龙池镇“8·13”蜂桶岩泥石流灾害特征
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摘要
蜂桶岩泥石流是汶川地震灾区都江堰市龙池镇2010年"8.13"泥石流灾害中的新增灾害点之一。以野外调查资料和室内实验数据为基础,分析了蜂桶岩泥石流的成灾条件、过程及特征。蜂桶岩沟流域内地震产生的部分松散固体物质在降水带动下向沟下游流动,侵蚀地表形成洪水沟。在8月13日的强降雨作用下,大量坡体上的松散固体物质随水流汇集到洪水沟,与沟道内的松散堆积物质一起迅速向下流动形成泥石流。激发蜂桶岩泥石流的1h降雨量为53.8mm,8月13日全天总降雨量为209.8mm,降雨频率约为十年一遇。"8.13"蜂桶岩泥石流容重为2.0g/cm3,泥石流屈服应力为4999Pa,洪峰流量为104m3/s,冲出物总体积为7.4×104 m3。蜂桶岩沟在发生"8.13"泥石流后沟道深切,流域内还存有松散固体物源,具备再次发生泥石流的条件,沟口区域不再适宜作为居民建设用地。
The Fengtongyan debris flow is one of the new hazards occurred on August 13,2010 in Longchi of Dujiangyan city in the Wenchuan earthquake area in Sichuan of China.Based on the site investigation and experiment data,the authors analyze the formation conditions,disaster processes and characteristics of the Fengtongyan debris flow in this paper.Driven by the precipitation,some loose solid materials of the Fengtongyan valley flowed downstream,eroding the surface to form a flood ditch.The "8·13" rainstorm induced a large number of loose solid materials on the slope to collect in the flood ditch,and rapidly flowed downstream with the loose solid materials within the flood ditch to form the debris flow.The hour precipitation triggering the debris flow is 53.8 mm and the total precipitation is 209.8 mm on August 13,2010.This rainfall return period is 10 years.The bulk density is 2.0 g/cm3,the yield stress is 4999 Pa,the discharge is 104 m3/s,and the debris flow scale is 7.4×104 m3.The channel of the Fengtongyan gully is deep after the "8·13" debris flow,and there are still some loose solid materials in the valley.These are conditions to form debris flows again,so the area at the mouth of the Fengtongyan gully is not suitable for residential construction.
引文
[1]谢洪,钟敦伦,矫震,等.2008年汶川地震重灾区的泥石流[J].山地学报,2009,27(4):501-509.
    [2]许强.四川省8.13特大泥石流灾害特点、成因与启示[J].工程地质学报,2010,18(5):596-608.
    [3]唐川.汶川地震区暴雨滑坡泥石流活动趋势预测[J].山地学报,2010,28(3):341-349.
    [4]崔鹏,庄建琦,陈兴长,等.汶川地震区震后泥石流活动特征与防治对策[J].四川大学学报:工程科学版,2010,42(5):10-19.
    [5]马煜,余斌,吴雨夫,等.四川都江堰龙池“8.13”八一沟大型泥石流灾害研究[J].四川大学学报:工程科学版,2011,43(增刊):92-98.
    [6]四川省水利电力厅.四川省中小流域暴雨洪水计算手册[K].1984.
    [7]四川省地质工程勘察院.四川省都江堰市龙池镇“8.13”暴雨地质灾害排查报告[R].成都:四川省地质工程勘察院,2010.
    [8]余斌.根据泥石流沉积物计算泥石流容重的方法研究[J].沉积学报,2008,26(5):789-796.
    [9]马煜.粘土矿物成份与泥石流屈服应力的关系研究[D].成都:成都理工大学档案馆,2011.
    [10]余斌.不同容重的泥石流淤积厚度计算方法研究[J].防灾减灾工程学报,2010,30(2):207-211.
    [11]余斌.粘性泥石流的平均运动速度研究[J].地球科学进展,2008,23(5):524-532.
    [12]国土资源部.DZ/T0220-2006,泥石流灾害防治工程勘查规范[S].北京:中国标准出版社,2006.

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