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安徽同马大堤的渗控监测
引用本文:罗岚,曹骏,卢德军.安徽同马大堤的渗控监测[J].岩土力学,2003(Z2).
作者姓名:罗岚  曹骏  卢德军
作者单位:长江勘测规划设计研究院 湖北武汉430010 (罗岚),长江科学院大坝安全监测研究所 湖北武汉430010 (曹骏),长江科学院大坝安全监测研究所 湖北武汉430010(卢德军)
摘    要:针对同马大堤加固工程中所采用的水泥土防渗墙的渗控措施,对2个监测断面历时3年的测孔水位资料进行了分析,揭示了长江水位与堤基渗流的变化规律。观测资料显示,洪峰期间,堤基水位与江水位明显相关;汛期防渗墙前后水位差较大,充分显示了水泥土防渗墙截渗效果。

关 键 词:同马大堤  防渗监测  防渗墙  测压管  渗流

Seepage control monitoring of Tongma Embankment in Anhui
LUO Lan ,CAO Jun ,LU De-jun.Seepage control monitoring of Tongma Embankment in Anhui[J].Rock and Soil Mechanics,2003(Z2).
Authors:LUO Lan  CAO Jun  LU De-jun
Institution:LUO Lan 1,CAO Jun 2,LU De-jun 2
Abstract:To counter the seepage controlling measure that is adopted for the diaphragm wall of cement and soil in the reinforcing project of Tongma Embankment on the Yangtze River in Anhui, this paper have analysed the data of water level that were obtained from two monitoring profiles of the borehole in previous three years and revealed the laws of the Yangtzes water level and the Embankments seepage. The monitoring data have shown that the water level at Embankment base is markedly related to the Rivers during flood peak period and the water levels before and behind the diaphragm in the flood season differ from each other greatly. The diaphragm of cement and soil has an ideal cut-off effect.
Keywords:Tongma embankment  seepage controlling monitor  diaphragm wall  manometer tube  seepage
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