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1.
对南海某海域深度100~400 m的海底浅层(约2 m埋深范围)沉积物柱状样在接近海底水压力下进行三轴应变-声学同步测量,结果表明沉积物纵波声速有两个特征:(1)从应变过程开始到结束,沉积物纵波声速不断变化;(2)平均声速随着平均静弹性模量的增加,由大变小又由小变大,存在声速最小值。这些结果与海底浅表层沉积物的物理力学性质、围压、颗粒的结合状态改变有关。此外,沉积物动弹性模量和孔隙度呈良好的负相关性,这与孔隙度增大含水量增大有关;动弹性模量是静弹性模量的10~100倍,这主要与三轴应变试验的应变数量级与声波振动产生的应变数量级的差异大有关。采用本论文实验测量的数据分别建立了双复合参数-声速和孔隙度-声速经验公式,分析结果表明双复合参数-声速公式声速预报误差约是孔隙度-声速公式的1/4,表明双复合参数-声速公式更加有效。  相似文献   

2.
海洋沉积物声速与物理参数的关系   总被引:4,自引:0,他引:4       下载免费PDF全文
卢博  梁元博 《海洋科学》1993,17(6):54-57
海洋沉积声速与物理性质密切相关,特别是含水量W和孔隙度N,它们在建立回归议程和预报沉积物性质中有所贡献。中国东,南海沿海沉积物的资料和数据表明:声速和声速比可以用来预报沉积物性质。  相似文献   

3.
海底沉积物声速经验方程的分析和研究   总被引:3,自引:7,他引:3       下载免费PDF全文
比较国内外主要研究者提出的海底沉积物声速单参数、双参数和多参数预报经验方程的物理意义和适用性,提出了孔隙度-含水量预报海底沉积物声速新的双参数公式,该式避免了单一参数预报声速经验方程和某些双参数公式中物理意义不明确以及多参数方程复杂性及对提高预报计算能力效果不显著之处.基于理论分析,改进孔隙度-含水量双参数计算公式得到的通用模型具有明确的物理意义,可以通过修改参数适用于不同海域的声速预报,提高了泛化能力,扩大了适用范围.通过对孔隙度、含水量等物理参数的权值分析研究,更加明确了孔隙度是影响海底沉积物声速大小的最关键参数.用台湾海峡北部、南海海域、珠江口大陆架三处的海域沉积物测量数据比较了不同模型,验证了本模型的优越性.  相似文献   

4.
基于主元分析技术的海底沉积物声速预报方程   总被引:2,自引:0,他引:2  
通过应用主元分析技术建立预报海底沉积物声速的经验方程,将前人研究报道的经验方程进行分析研究,指出其计算误差,运用南海南部大陆架和大陆坡数据,建立了主元回归计算模型。从理论上研究了如何在众多影响声速的物理参数中,排除相互关联的参数,优选出相互独立的、且对声速有显著影响的少数几个物理参数,用优选后的物理参数建立了南海南部海域大陆架及大陆坡沉积物的3参数(孔隙度n、颗粒中值粒径Ma、塑限W,)声速预报方程:Cp=1774-5.0944n+12.499Md+0.9985Wp,该方程的相对预报误差仅为-4.48%-3.77%。  相似文献   

5.
海底沉积物物理参数的声学反演模式   总被引:2,自引:0,他引:2  
声学反演方程是声学探测沉积物物理参数的基础方程。基于声学理论和统计理论的声速反演沉积物物理参数的两种模式,运用南海海底沉积物声学物理数据验证、比较了两种反演模式,以反演孔隙度、含水量为例,得出基于双参数经验方程反演模式的适用性较强,但精度有待于提高;基于声速理论的反演模式反演南海海底沉积物物理参数有待于进一步完善。  相似文献   

6.
海底沉积物粒度组分影响和控制着沉积物的声学特性和物理性质,具有明显的区域性特点。文章测定了琼东南外海海底沉积物的声速、孔隙度以及沉积物粒度组成,讨论了他们的相互关系。琼东南外海海底沉积物纵波波速变化范围为1455~1773m×s~(-1),由琼东南外海的东北至南部海域,可分别划分为低声速沉积物区、高声速沉积物区、低声速沉积物区和高声速沉积物区。沉积物孔隙度回归方程和声波回归方程表明,沉积物类型从砂、粉砂质砂、黏土质粉砂、砂-粉砂-黏土到粉砂质黏土变化,声速总体呈减小的趋势,孔隙度呈明显的增大趋势。  相似文献   

7.
基于海底表层沉积物声速特征的南海地声模型   总被引:1,自引:1,他引:0  
邹大鹏  阎贫  卢博 《海洋学报》2012,34(3):80-86
在由垂直声速梯度建立的地声模型基础上,通过引入沉积物与海水声速比和沉积物压缩波与切变波声速比两个表征沉积物声学特征参数得到更全面和有实际指导意义的地声模型。在沉积物声波传播FCMCM模型基础上,基于热作用和重力作用下沉积物两相介质的应力应变分析,建立TFCMCM和DFCFCM模型,运用模型校正表层沉积物声速特征来计算和解释地声模型。根据海底表层沉积物存在低声速和高声速两种类型,结合沉积物沿纵深孔隙度不变和变化两种类型,得到南海海底沉积物的两类四种典型地声模型:低声速孔隙度不变型、低声速孔隙度减小型、高声速不变型和高声速孔隙度减小型。运用这四种典型地声模型的组合解释了卢博提出的南海三种典型声速结构。认知声速结构将为南海声学探测海底、划分海底区域提供模型支持。  相似文献   

8.
南沙海域深水区表层沉积物声速与孔隙度相关关系   总被引:5,自引:0,他引:5  
采用同轴差距测量法对南沙海域海底沉积物取样进行甲板现场声学测量,并计算了声速,结合沉积物取样分析获得的孔隙度,研究了海底表层100 cm沉积物的声速和孔隙度之间的相互关系,分析获得了孔隙度与海底沉积物声速关系的经验公式,结果表明此海域沉积物声速的临界孔隙度为67.80%。将此公式与国内外其他学者建立的经验公式进行了对比,分析发现各预测方程之间存在着差异,说明不同海域的沉积物声学特性具有差异性,经验公式具有区域性,同时分析了其他影响声速的因素。此项工作对于建立和研究南海声场环境具有重要意义。  相似文献   

9.
黄海、东海和南海北部海底沉积物声学物理性质存在着差异,这与海区海底地质和沉积环境有关。取样所及的海底沉积物样品分析表明:黄海实验海区海底有6种沉积类型,东海实验海区海底有3种沉积类型,南海北部大陆架海区海底有6种沉积类型。三个海区的沉积物密度为1.48~2.03g·cm-3;沉积物含水量为10%~90%;沉积物孔隙度为65%~80%;沉积物纵波声速为1460~1916m·s-1;沉积物横波声速为115~611m·s-1。  相似文献   

10.
南黄海中部海底沉积物原位声速与物理性质相关关系   总被引:2,自引:1,他引:1  
基于在南黄海中部获得的海底沉积物原位声速数据,分析讨论了原位声速与密度、含水量、孔隙比、孔隙度等沉积物物理性质参数的相关关系。通过回归分析建立了海底沉积物原位声速预测方程。结果表明,原位声速与上述物理参数之间具有良好的相关性,相关系数r均大于0.93。对比分析了原位声速预测方程与甲板声速预测方程的差异,两者最小相差15.8 m/s,最大相差31.3 m/s,平均差值约为22.6 m/s。将原位声速预测方程与其他研究者建立的声速预测方程进行了对比,结果表明不同声速预测方程存在明显差异,初步分析了存在差异的原因。  相似文献   

11.
南海北部大陆架海底沉积物物理性质研究   总被引:6,自引:0,他引:6  
用物理(声学的、工程地质的、扫描电子显微镜)等技术方法,综合分析了沉积物结构特征和工程力学性质,研究了颗粒接触、堆垒、孔隙等现象与物理性质之间的关系,得出了沉积物声学物理参数和应力一应变性质之间的关系。结果表明,南海北部大陆架海底沉积物有6种结构类型,其中混合接触结构类型的沉积物具有较高的抗压强度和声速,浅层海底存在着高、低声速分层的中尺度结构。  相似文献   

12.
南海南部海域岛礁区海底珊瑚砂声速影响因素的初步研究   总被引:3,自引:1,他引:2  
李赶先  龙建军 《海洋学报》2014,36(5):152-160
通过对南海南部海域岛礁区科学考察数据资料的分析研究,得出了岛礁区海底珊瑚砂的纵波声速随孔隙度、含水量增大而减小,以及声速随中值粒径、湿密度增大而增大的统计结果,并在Biot和Wyllie的松散饱和水沉积物声速理论公式与模型基础上,解释了物理力学因素对海底珊瑚砂声速的影响机制,阐明了固相因素和液相因素的强弱变化引起声速增大或减小的理论原因,分析了各种声速经验公式在海底珊瑚砂声速估算上的精度差异,得出了有必要建立包括海底珊瑚砂在内的单一类型声速经验公式的初步结论。  相似文献   

13.
分析研究了南海北部大陆架西南缘的海南岛东南外海海底沉积物声学物理特性,在多个航次中进行了海底沉积层取样、海水CTD测量、浅地层及旁侧声呐扫测等工作.在实验室里对沉积物样品进行声学参数、沉积学基本参数、物理力学参数和14C年龄测试等分析.根据多尔特曼公式求解出弹性模量、体积弹性模量、压缩系数、切变模量、泊松比和拉梅常数等六项沉积物弹性参数.分析结果表明在该海区海底沉积物的压缩波速为1.474~1.700 m/s,在不同的海区内有高低声速两类性质的沉积物分布;沉积物的切变波速为150~600 m/s;沉积物在100 kHz的声衰减为35~260 dB/m;沉积物的密度为1.4~2.0 g/cm3;沉积物的孔隙度为42%~88%.  相似文献   

14.
The Bering Sea shelf and Chukchi Sea shelf are believed to hold enormous oil and gas reserves which have attracted a lot of geophysical surveys. For the interpretation of acoustic geophysical survey results, sediment sound velocity is one of the main parameters. On seven sediment cores collected from the Bering Sea and Chukchi Sea during the 5th Chinese National Arctic Research Expedition, sound velocity measurements were made at 35, 50, 100, 135, 150, 174, 200, and 250 k Hz using eight separate pairs of ultrasonic transducers. The measured sound velocities range from 1 425.1 m/s to 1 606.4 m/s and are dispersive with the degrees of dispersion from 2.2% to 4.0% over a frequency range of 35–250 k Hz. After the sound velocity measurements, the measurements of selected geotechnical properties and the Scanning Electron Microscopic observation of microstructure were also made on the sediment cores. The results show that the seafloor sediments are composed of silty sand, sandy silt, coarse silt, clayey silt, sand-silt-clay and silty clay. Aggregate and diatom debris is found in the seafloor sediments. Through comparative analysis of microphotographs and geotechnical properties, it is assumed that the large pore spaces between aggregates and the intraparticulate porosity of diatom debris increase the porosity of the seafloor sediments, and affect other geotechnical properties. The correlation analysis of sound velocity and geotechnical properties shows that the correlation of sound velocity with porosity and wet bulk density is extreme significant, while the correlation of sound velocity with clay content, mean grain size and organic content is not significant. The regression equations between porosity, wet bulk density and sound velocity based on best-fit polynomial are given.  相似文献   

15.
Acouso-physical properties of sea floor sediments in the southeast offshore sea area of Hainan Island on the northern continental shelf of the South China Sea are analyzed. In many cruises, conductivity-temperature-depth measurements of seawater, measurements of shallow stratum and side-scan sonar have been made. Acoustic parameters, basic sedimentary parameters, physical-mechanical parameters and 14C age, etc., have been measured. The sediment elastic parameters, including Young's modulus, bulk modulus, constrained modulus, rigidity modulus, Poisson's ratio, Lames constant, etc., have been calculated. Results show that the compression wave velocity of the seafloor sediment in the sea area ranges from 1474–1700 m/s, and there are high and low sound velocity sediment types in the different sea areas; the shear wave velocity is 150–600 m/s; at 100 kHz the sediment sound attenuation is 35–260 dB/m, the sediment density is 1.4–2.0 g/cm3; the sediment porosity is 42–88%. Sound field parameters and describing sound reciprocity between sea and seafloor are described.  相似文献   

16.
Using physical (acoustical engineering mechanics and scanning electron microscope) and other technical methods, is study makes a comprehensive analysis of the structural characteristics and engineering mechanics properties of sediments, the sediment structure, microstructure and their classification characteristics and in the light of the physical-mechanical characteristic parameters, the relations between the grain contact, grain accumulation, and porosity with the physical-mechanical characteristics of sediment, and reports the relationship between the acoustic physical parameters and the stress-strain properties of sediment. Results show that there are six structural types in the shelf seabed sediment of the northern South China Sea, among which, the mixed contact structural type sediment has a higher compressive strength and a higher sound velocity than others, and that in the shallow seabed there exists a mesoscale structure with high and low velocity layers.  相似文献   

17.
中国黄渤海沉积物声速与物理性质研究   总被引:1,自引:0,他引:1  
In order to investigate the correlation between a sound velocity and sediment bulk properties and explore the influence of frequency dependence of the sound velocity on the prediction of the sediment properties by the sound velocity,a compressional wave velocity is measured at frequencies of 25–250 k Hz on marine sediment samples collected from the Bohai Sea and the Yellow Sea in laboratory,together with the geotechnical parameters of sediments.The results indicate that the sound velocity ranges from 1.232 to 1.721 km/s for the collected sediment samples with a significant dispersion within the series measuring frequency.Poorly sorted sediments are highly dispersive nearly with a positive linear relationship.The porosity shows a better negative logarithmic correlation with the sound velocity compared with other geotechnical parameters.Generally,the sound velocity increases with the increasing of the average particle size,sand content,wet and dry bulk densities,and decreasing of the clay content,and water content.An important point should be demonstrated that the higher correlation can be obtained when the measuring frequency is low within the frequency ranges from 25 to 250 k Hz since the inhomogeneity of sediment properties has a more remarkably influence on the laboratory sound velocity measurement at the high frequency.  相似文献   

18.
ABSTRACT

Using physical (acoustical engineering mechanics and scanning electron microscope) and other technical methods, is study makes a comprehensive analysis of the structural characteristics and engineering mechanics properties of sediments, the sediment structure, microstructure and their classification characteristics and in the light of the physical-mechanical characteristic parameters, the relations between the grain contact, grain accumulation, and porosity with the physical-mechanical characteristics of sediment, and reports the relationship between the acoustic physical parameters and the stress-strain properties of sediment. Results show that there are six structural types in the shelf seabed sediment of the northern South China Sea, among which, the mixed contact structural type sediment has a higher compressive strength and a higher sound velocity than others, and that in the shallow seabed there exists a mesoscale structure with high and low velocity layers.  相似文献   

19.
LU Bo 《中国海洋工程》2000,14(3):361-370
—The basic features and acoustic-physical properties of calcareous seafloor soils in the tropicsea area are obviously different from those of sediments mainly composed of terrigenous materials in theSouth China Sea.Generally.calcareous soils.composed of carbonate particles of marine organism re-mains.have the characteristics of high water content.high porosity.low wet density.high sound velocityand greatly varied compressive strength Recogni/ing the differences between calcareous soils andterrigenous sediments and engineering geologic significance of calcareous soils is crucial for seafloorgeologic research and geotechnical survey for pile jacket platform foundation design.  相似文献   

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