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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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冰川终碛湖溃决-再生特征与机理 被引量:8
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作者 赵万玉 陈晓清 +1 位作者 刘建康 苏凤环 《山地学报》 CSCD 北大核心 2015年第6期703-712,共10页
冰川终碛湖溃决引发的大规模山洪泥石流灾害,常给下游沿河一带造成重大人员伤亡和财产损失,受到社会广泛关注。冰川终碛湖一次溃决常未到底,其部分溃决后,残留湖因源头冰川进退、冰舌持续消融致后期湖面面积增大,湖水量增加,作者将这种... 冰川终碛湖溃决引发的大规模山洪泥石流灾害,常给下游沿河一带造成重大人员伤亡和财产损失,受到社会广泛关注。冰川终碛湖一次溃决常未到底,其部分溃决后,残留湖因源头冰川进退、冰舌持续消融致后期湖面面积增大,湖水量增加,作者将这种现象定义为冰川终碛湖溃决-再生现象。以西藏波密米堆沟光谢错和聂拉木章藏布次仁玛错冰湖为研究对象,基于前人研究成果,利用遥感解译方法,分析了光谢错和次仁玛错冰湖面积的变化和冰川末端进退变化的特征。研究表明:光谢错、次仁玛错呈现出冰湖面积增大→溃决缩小→面积再增大的过程,光谢错在1988年溃决后面积已恢复至溃决前的63.6%,次仁玛错在1981年溃决后面积已基本恢复至溃决前的大小;从1980年代末至现在,贡扎冰川、阿玛次仁冰川末端处于退缩状态,终碛湖面积呈扩张状态。结合波密、聂拉木两气象站多年年降水量和年平均气温观测资料进行同步对比分析,初步探讨了冰川终碛湖再生现象的机理:1.冰川末端的前进与后退是冰湖面积变化的主导者,冰舌前进推动湖盆底冰碛物和溃口两侧岸坡垮塌导致堵塞泄流通道,冰川末端的退缩提供了空间条件;2.持续高温与强降雨的耦合作用是冰湖溃决的直接激发条件,持续高温累积是冰川消融冰湖面积增大的主要因素。 展开更多
关键词 冰川终碛湖 光谢错 次仁玛错 溃决-再生 西藏
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