水利与建筑工程学报
水利與建築工程學報
수리여건축공정학보
TECHNIQUE OF SEEPAGE CONTROL
2015年
3期
145-150
,共6页
水电站%泥石流%危险性评价
水電站%泥石流%危險性評價
수전참%니석류%위험성평개
hydropower station%debris flow%risk assessment
采用现场地质调查与现场测试分析相结合的方法,介绍了肖家沟泥石流的沟谷特征和形成区、流通区、堆积区特征,并从危险度、危害性两方面做出了危险性评价。结果表明:泥石流砾石含量高,冲击能量高,可判断该泥石流属于滚动推移搬运为主的泥石流。肖家沟泥石流属轻度危险,泥石流重度为1.75 kN/m3,肖家沟泥石流在清香坪堆渣之后,暴发泥石流的流速为13.69 m/s ,泥石流冲击力44.56 kPa ,对于整个堆渣体来说,此冲击力较小,不会对弃渣场的稳定性造成破坏性的影响。
採用現場地質調查與現場測試分析相結閤的方法,介紹瞭肖傢溝泥石流的溝穀特徵和形成區、流通區、堆積區特徵,併從危險度、危害性兩方麵做齣瞭危險性評價。結果錶明:泥石流礫石含量高,遲擊能量高,可判斷該泥石流屬于滾動推移搬運為主的泥石流。肖傢溝泥石流屬輕度危險,泥石流重度為1.75 kN/m3,肖傢溝泥石流在清香坪堆渣之後,暴髮泥石流的流速為13.69 m/s ,泥石流遲擊力44.56 kPa ,對于整箇堆渣體來說,此遲擊力較小,不會對棄渣場的穩定性造成破壞性的影響。
채용현장지질조사여현장측시분석상결합적방법,개소료초가구니석류적구곡특정화형성구、류통구、퇴적구특정,병종위험도、위해성량방면주출료위험성평개。결과표명:니석류력석함량고,충격능량고,가판단해니석류속우곤동추이반운위주적니석류。초가구니석류속경도위험,니석류중도위1.75 kN/m3,초가구니석류재청향평퇴사지후,폭발니석류적류속위13.69 m/s ,니석류충격력44.56 kPa ,대우정개퇴사체래설,차충격력교소,불회대기사장적은정성조성파배성적영향。
Based on the geological survey and field test analysis data ,the features of Xiaojiagou gully of debris flow were introduced ,as well as the characteristics of the forming area ,circulation area and accumulation area of the debris flow . In addition ,a risk assessment was conducted from the aspects of the severeness and hazardousness of the flow .The re-sults showed that the gravel content of the flow was high ,and the impact energy was strong .So it was drawn that this flow was mainly driven by a rolling and elapsing force .Xiaojiagou debris flow was classified mild ,its weight was 1 .75 kN/m3 .After the formation of the slag field in Qingxiangping of Xiaojiagou gully ,the velocity of the debris flow became 13 .69 m/s ,the impact of debris flow was 44 .56 kPa ,for the volume of the slag field ,the impact was relatively weak , and it wouldn’t pose destructive threats to the stability of the slag field .