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CRITICAL HYDROLOGIC CONDITIONS FOR OVERFLOW BURST OF MORAINE LAKE

JIANG Zhong-xin CUI Peng JIANG Liang-wei

JIANG Zhong-xin, CUI Peng, JIANG Liang-wei. CRITICAL HYDROLOGIC CONDITIONS FOR OVERFLOW BURST OF MORAINE LAKE[J]. 中国地理科学, 2004, 14(1): 39-47.
引用本文: JIANG Zhong-xin, CUI Peng, JIANG Liang-wei. CRITICAL HYDROLOGIC CONDITIONS FOR OVERFLOW BURST OF MORAINE LAKE[J]. 中国地理科学, 2004, 14(1): 39-47.
JIANG Zhong-xin, CUI Peng, JIANG Liang-wei. CRITICAL HYDROLOGIC CONDITIONS FOR OVERFLOW BURST OF MORAINE LAKE[J]. Chinese Geographical Science, 2004, 14(1): 39-47.
Citation: JIANG Zhong-xin, CUI Peng, JIANG Liang-wei. CRITICAL HYDROLOGIC CONDITIONS FOR OVERFLOW BURST OF MORAINE LAKE[J]. Chinese Geographical Science, 2004, 14(1): 39-47.

CRITICAL HYDROLOGIC CONDITIONS FOR OVERFLOW BURST OF MORAINE LAKE

基金项目: Foundation term: Under the auspices of the Knowledge Innovation Program of Chinese Academy of Sciences(KZCX2-306)
详细信息
  • 中图分类号: P343;TV641

CRITICAL HYDROLOGIC CONDITIONS FOR OVERFLOW BURST OF MORAINE LAKE

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出版历程
  • 收稿日期:  2003-06-06
  • 刊出日期:  2004-03-20

CRITICAL HYDROLOGIC CONDITIONS FOR OVERFLOW BURST OF MORAINE LAKE

    基金项目:  Foundation term: Under the auspices of the Knowledge Innovation Program of Chinese Academy of Sciences(KZCX2-306)
  • 中图分类号: P343;TV641

摘要: 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 0 and (H1+H2) >H0; the burst is impossible as (H1+H2) 0. 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 haslarge scale and steep slip surface; and glacial end is close to the lake. With burst of Guangxiecuo Lake in Midui Valley of the Polongzanghu River in Xizang as an example, the burst critical conditions were tested.

English Abstract

JIANG Zhong-xin, CUI Peng, JIANG Liang-wei. CRITICAL HYDROLOGIC CONDITIONS FOR OVERFLOW BURST OF MORAINE LAKE[J]. 中国地理科学, 2004, 14(1): 39-47.
引用本文: JIANG Zhong-xin, CUI Peng, JIANG Liang-wei. CRITICAL HYDROLOGIC CONDITIONS FOR OVERFLOW BURST OF MORAINE LAKE[J]. 中国地理科学, 2004, 14(1): 39-47.
JIANG Zhong-xin, CUI Peng, JIANG Liang-wei. CRITICAL HYDROLOGIC CONDITIONS FOR OVERFLOW BURST OF MORAINE LAKE[J]. Chinese Geographical Science, 2004, 14(1): 39-47.
Citation: JIANG Zhong-xin, CUI Peng, JIANG Liang-wei. CRITICAL HYDROLOGIC CONDITIONS FOR OVERFLOW BURST OF MORAINE LAKE[J]. Chinese Geographical Science, 2004, 14(1): 39-47.

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