留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

Biot反演在夏威夷钙质沉积物原位测量声速和衰减中的应用

陶春辉 BAFFIS WILKENSRH FUSS RICHARDSONMD 金翔龙

陶春辉, BAFFIS, WILKENSRH, FUSS, RICHARDSONMD, 金翔龙. Biot反演在夏威夷钙质沉积物原位测量声速和衰减中的应用[J]. 海洋学报, 2005, 27(3): 80-84.
引用本文: 陶春辉, BAFFIS, WILKENSRH, FUSS, RICHARDSONMD, 金翔龙. Biot反演在夏威夷钙质沉积物原位测量声速和衰减中的应用[J]. 海洋学报, 2005, 27(3): 80-84.
TAO Chun-hui, BAFFI S, WILKENS R H, FU S S, RICHARDSON M D, JIN Xiang-long. Biot inversion for in-situ velocity and attenuation data A case study in Hawaii, USA[J]. Haiyang Xuebao, 2005, 27(3): 80-84.
Citation: TAO Chun-hui, BAFFI S, WILKENS R H, FU S S, RICHARDSON M D, JIN Xiang-long. Biot inversion for in-situ velocity and attenuation data A case study in Hawaii, USA[J]. Haiyang Xuebao, 2005, 27(3): 80-84.

Biot反演在夏威夷钙质沉积物原位测量声速和衰减中的应用

基金项目: 美国海军海洋声学研究计划办公室资助项目;国家自然科学基金资助项目(NSFC49906004);国家海洋局重点青年基金资助项目(2000502);国家“863”计划资助项目(2002AA615130)

Biot inversion for in-situ velocity and attenuation data A case study in Hawaii, USA

  • 摘要: 对夏威夷檀香山岛的两个站(H3和H4)钙质沉积物进行了20~100kHz的原位纵波声速和声衰减测量.它们均有轻微的频散.随频率的增加H3站位声速从1691m/s增加到1708m/s,H4站位的声速从1579m/s增加到1585m/s.随频率的增加H3站位的有效衰减从15dB/m增加到75dB/m,H4站位的有效衰减从22dB/m增加到62dB/m.运用Biot-Stoll模型对所测得的纵波速度和声衰减数据进行了Biot模型未知参数反演,发现粒径较大的H3站的沉积物(孔隙率为45%)比粒径较小的H4站的沉积物(孔隙率为56%)具有曲率小和渗透率及孔隙半径都大的性质.
  • HAMILTON E L.Geoacoustic modeling of the seafloor[J].Journal of the Acoustic Society of America,1980,68:1 313-1 340.
    STOLL R D.Sediment acoustic[B].Lectures Notes in Earth Science:26[乙].Berlin:Spring-Verlag,1989.
    CHOTIROS N P,SMITH E,PIPER J N.Refraction and scattering into a sandy ocean sediment in the 30~40 kHz band[J].IEEE Journal of Oceanic Engineering,2002,27(3):362-366.
    BUCKINGHAM M J,RICHARDSON M D.On tone-burst measurements of sound speed and attenuation in sandy marine sediments[J].IEEE Journal of Oceanic Engineering,2002,27(3):429-453.
    WILLIAMS K L,JACKSON D R,THORSOS E I,et al.Comparison of sound speed and attenuation measured in a sandy sediment to predictions based on the Biot theory of porous media[J].IEEE Journal of Oceanic Engineering,2002,27(3):413-428.
    WILLIAMS K L,JACKSON D R,THORSOS E I,et al.Acoustic backscattering experiments in a well characterized sand sediment:,data/model comparisons using sediment fluid and Biot models[J].IEEE Journal of Oceanic Engineering,2002,27(3):376-387.
    FAN P F.Sediment of Kaneohe Bay,Oahu,Hawaii[B].Consultant Reports:Appendix Ⅱ[R].U S Army Corps of Engineers,1975.
    BARBAGELATA A,RICHARDSON M D,MIASCHI B,etc.ISSAMS:an in situ sediment acoustic measurement system[A].HOVEM J M,RICHARDSON M O.Shear Waves in Marine Sediments[M].Dordrecht,the Netherlands,1991.305-312.
    RICHARDSON M D.On the use of acoustic impedance values to determine sediment properties[A].PRLE N G,LANGHORNE D N.Acoustic Classification and Mapping of the Seabed.Bath,UK:Univesity of Bath,1993.15-24.
    GENTILMAN R L,FIORE D F,Path H T,et al.Fabrication and properties of 1~3 PZT polymer composites[J].Ceramic Transactions,1994,43:239-247.
    QIAN Z W.Fractal dimensions of sediments in nature[J].Physical Review(E),1996,53(3):2 304-2 306.
    FRAZER L N,FU S.Seabed sediment attenuation profiles from a movable sub-bottom acoustic vertical array[J].J acoust Soc Am,1999,106(1):120-130.
    BLATT H,MIDDLETON G,MURRAY M.Origin of Sedimentary Rocks[M].N J:Prentice Hall,Englewood Cliffs,1980.782.
    RICHARDSON M D.Implications for high frequency acoustic propagation and scattering[J].Geo-Marine Letters,1986,16:196-203.
    BIOT M A.Theory of propagation of elastic waves in a fluid-saturated porous solid:I.Low frequency range[J].Journal of the Acoustic Society of America,1956,28:168-178.
    BIOT M A.Theory of propagation of elastic waves in a fluid-saturated porous solid:Ⅱ.Higher frequency range[J].Journal of the Acoustic Society of America,1956,28:179-191.
    QIAN Z W.J Sound Vib,1998,211:791-799.
    吴培木,郭小钢,吴日升.台湾与横春西南海域声速场特性分析[J].海洋学报,2002,24(增刊):179-190.
  • 加载中
计量
  • 文章访问数:  689
  • HTML全文浏览量:  21
  • PDF下载量:  1084
  • 被引次数: 0
出版历程
  • 收稿日期:  2003-05-26
  • 修回日期:  2004-03-12

目录

    /

    返回文章
    返回