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冰碛湖溃决临界漫溢水头公式的改进
IMPROVING CRITICAL HEIGHT FORMULA OF OVERFLOW HEAD CAUSING TO MORAINE LAKE BURST
【作者】 蒋忠信;
【Author】 Jiang Zhongxin The No.2 Survey and Design Institute of Railway,Chengdu 610031 Institute of Mountain Hazards and Environment,the Chinese Academy of Scinces,Chengdu 610041
【机构】 铁道第二勘察设计院;
【摘要】 冰碛湖溃决洪水与泥石流可造成严重灾害。为预测冰碛湖溃决和防治溃决灾害,根据试验资料归纳出仅依赖于水深H和粒径d的非均匀沙起动流速经验公式,进而以d96作为终碛堤物质的起动粒径,将导致溃决的临界漫溢水头高度(H0)公式改进为:H0=23.6 d960.583/[10(0.833b/B)(B/b)0.694]。以西藏帕隆藏布米堆沟光谢错溃决为例进行了验证。
【Abstract】 Flood water and debris flow caused by glacial lake burst can be a serious disaster. For predicting burstof moraine lake and controlling burst hazard, based on experiment data, induced a empirical formula calculatingthreshold flow velocity of non-uniform sand, which is only function of grain size d and water depth H. Then, withd96 of terminal moraine dyke as threshold size, calculation formula of critical height (H0) of overflow head causingto moraine lake burst was improved to H0 =23.6 d960.583/[10(0.833b/B) (B/b)0.694]. With burst of Guangxie-cuo lakein Midui valley of Pologzangbu river in Tibet as a example, the burst critical overflow condition was inspected.
【Key words】 moraine lake; burst with overflow type; non-uniform sand; threshold flow velocity; critical height of overflow head;
- 【会议录名称】 第八次全国岩石力学与工程学术大会论文集
- 【会议名称】第八次全国岩石力学与工程学术大会
- 【会议时间】2004-10
- 【会议地点】中国成都
- 【分类号】P642.23
- 【主办单位】中国岩石力学与工程学会