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CRITICAL HYDROLOGIC CONDITIONS FOR OVERFLOW BURST OF MORAINE LAKE 被引量:1
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作者 JIANGZhong-xin CUIPeng JIANGLiang-wei 《Chinese Geographical Science》 SCIE CSCD 2004年第1期39-47,共9页
Floodwater and debris flow caused by glacial lake burst is an important land process and a serious mountain disaster in glacial area of Xizang (Tibet) Autonomous Region, and the overflow burst is mainly caused by glac... Floodwater and debris flow caused by glacial lake burst is an important land process and a serious mountain disaster in glacial area of Xizang (Tibet) Autonomous Region, and the overflow burst is mainly caused by glacial landslide falling into moraine lake. On the premise that moraine lake is full, instantaneous burst in part of the lake bank happens, as flow velocity at burst mouth caused by overflow head is higher than threshold flow velocity of glacial till. Under some supposes, d90 and d10 of the glacial till in the bank were used as the threshold sizes of coarse and fine grains respectively. Thus, the formula of calculating threshold flow velocity of uniform sand was simplified, and threshold flow velocity of glacial till was calculated with the formula. Then, with synthesis formula calculating flow velocity of instantaneous part burst, flow velocity at overflow burst mouth was calculated, and calculation formula of critical height (H0) of overflow head was derived. Overflow head was caused by volume and surge of glacial landslide falling into moraine lake, calculation formulas of ascendant height (H1) of lake water surface and surge height (H2) on burst mouth caused by glacial landslide falling into moraine lake were derived. To sum up, critical hydrologic conditions of moraine lake burst with overflow form are: the burst is inevitable as H1 >H0; the burst is possible as H1 <H0 and (H1+H2) >H0; the burst is impossible as (H1+H2) <H0. In the factors influencing the burst critical conditions, it is advantageous for the burst that scale of the lake is 105m2 range; terminal glacial till is more fine and is even more uniform; the width of overflow mouth is even smaller than the length of the bank; the landslide has large scale and steep slip surface; and glacial end is close to the lake. With burst of Guangxiecuo Lake in Midui Valley of the Polongzangbu River in Xizang as an example, the burst critical conditions were tested. 展开更多
关键词 水文地质 洪水 冰湖 终碛
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冰碛湖漫溢型溃决临界水文条件 被引量:16
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作者 蒋忠信 崔鹏 蒋良潍 《铁道工程学报》 EI 2004年第4期21-26,共6页
冰滑坡入湖所致冰碛湖溃决洪水与泥石流是西藏冰川区突发的严重山地灾害。推得非均匀沙起动流速经验公式,并以d95作为起动粒径,导出溃决的临界漫溢水头高度H0算式。再导出冰滑坡入湖所致湖面上升高度和溃口处涌浪高度H2公式。综合得漫... 冰滑坡入湖所致冰碛湖溃决洪水与泥石流是西藏冰川区突发的严重山地灾害。推得非均匀沙起动流速经验公式,并以d95作为起动粒径,导出溃决的临界漫溢水头高度H0算式。再导出冰滑坡入湖所致湖面上升高度和溃口处涌浪高度H2公式。综合得漫溢溃决的临界水文条件为:H1>H0,必定溃决;H1<H0但(H1+H0)>H0,可能溃决;(H1+H2)<H0,不会溃决。分析了控制溃决的冰碛湖、终碛堤、冰滑坡等3大因素。以西藏帕隆藏布米堆沟光谢错溃决为例进行了检验。 展开更多
关键词 溃决 非均匀沙 溃口 起动流速 洪水 水头 涌浪高度 滑坡 水文条件 泥石流
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