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    利用Gassmann方程预测海底沉积物孔隙度

    侯正瑜 郭常升 王景强 付永涛 李铁刚

    侯正瑜, 郭常升, 王景强, 付永涛, 李铁刚, 2016. 利用Gassmann方程预测海底沉积物孔隙度. 地球科学, 41(7): 1198-1205. doi: 10.3799/dqkx.2016.097
    引用本文: 侯正瑜, 郭常升, 王景强, 付永涛, 李铁刚, 2016. 利用Gassmann方程预测海底沉积物孔隙度. 地球科学, 41(7): 1198-1205. doi: 10.3799/dqkx.2016.097
    Hou Zhengyu, Guo Changsheng, Wang Jingqiang, Fu Yongtao, Li Tiegang, 2016. Using Gassmann Equation Predict Marine Sediment Porosity. Earth Science, 41(7): 1198-1205. doi: 10.3799/dqkx.2016.097
    Citation: Hou Zhengyu, Guo Changsheng, Wang Jingqiang, Fu Yongtao, Li Tiegang, 2016. Using Gassmann Equation Predict Marine Sediment Porosity. Earth Science, 41(7): 1198-1205. doi: 10.3799/dqkx.2016.097

    利用Gassmann方程预测海底沉积物孔隙度

    doi: 10.3799/dqkx.2016.097
    基金项目: 

    国家科技支撑计划项目 2014BAB14B01

    海洋公益性科研项目 200905025

    详细信息
      作者简介:

      侯正瑜(1988-),男,博士,主要从事海洋地球物理和地质声学的研究.E-mail:hansonhzy@foxmail.com

      通讯作者:

      郭常升,E-mail: guochine@qdio.ac.cn

    • 中图分类号: P67

    Using Gassmann Equation Predict Marine Sediment Porosity

    • 摘要: 孔隙度对于石油勘探和海底测量等领域是一个重要的参数,但是海洋沉积物孔隙度的预测一直是个难点.对Gassmann方程进行变换,利用孔隙度和纵波声速的相关关系求解出孔隙度预测公式,并将该公式应用于南海南部海底沉积物孔隙度预测中.沉积物声速是根据南海采集的柱状样品在甲板上测量的,孔隙度是在实验室测量的.将Gassmann方程预测结果与沉积物柱状样品实验室测量结果进行对比研究.结果表明Gassmann方程能够较好的预测海底沉积物的孔隙度,对浅海地区的孔隙度预测尤为准确.利用误差范数分析法对Gassmann方程各输入参数进行敏感性分析,发现沉积物纵波声速对孔隙度预测精度影响最大.

       

    • 图  1  研究区域站位分布及水深

      红色圆点代表文中选取的13个站位

      Fig.  1.  Map of bathymetry and the coring stations

      图  2  同轴差距测量法

      Fig.  2.  Coaxial differential distance attenuation measurement

      图  3  Gassmann方程孔隙度预测曲线

      Fig.  3.  Porosity prediction curve based on Gassmann equation

      图  4  Gassmann方程孔隙度在不同深度上与实测孔隙度对比结果

      Fig.  4.  Comparisons between the measured porosities and porosities calculated by Gassmann equation in different depth

      图  5  Gassmann方程各参数误差分析

      Fig.  5.  The error norm of each parameters based on Gassmann equation

      表  1  Gassmann方程参数

      Table  1.   Gassmann equation parameters

      方法参数数值
      Gassmann方程纵波声速Vp(m/s)实测
      密度ρ(kg/m3)实测
      颗粒体积模量Kg(Pa)1.50×1010
      孔隙水体积模量Kw(pa)2.18×109
      框架体积模量Kf(pa)7.78×107
      沉积物剪切模量μ(pa)2.22×107
      下载: 导出CSV
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    • 收稿日期:  2015-09-25
    • 刊出日期:  2016-07-15

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