参量阵浅地层剖面测量技术 在近岸海洋工程的应用效果   总被引：1，自引：0，他引：1  

褚宏宪  赵铁虎  史慧杰  张晓波  杨源 《物探与化探》2005,29(6):526-529,532

介绍了海底浅地层声学探测技术的发展情况, 简述了新型参量阵声纳探测的原理和特点, 通过SES-96参量阵测深或浅地层剖面系统在山东半岛海区的应用实例, 对此新型参量阵声纳技术的应用效果进行了分析评价。  相似文献   

渤海湾西部声纳探测发现全新世埋藏槽谷     

赵根模  李振海  杨港生  王大宏 《地质通报》2005,24(6):520-523

声波探测具有很高的分辨率和信号发射频度，可以获得高品质浅地层剖面，显示出沉积地层的结构与构造细节、斜层理等三角洲沉积标志特征。展示了渤海湾西部浅地层声纳探测原始记录。探测发现，在大沽口以东27km处存在一个以前不为人知的埋藏槽谷，涉及地层的时代为晚更新世末期与全新世中期。宽达几百米到1km，深约30m，走向北北西，形成时代距今约5000-6000a，可能代表了某种重大地质事件，其成因有溺谷充填和构造断陷2种可能。  相似文献   

测量平差函数模型的若干讨论   总被引：7，自引：0，他引：7  

孙海燕 《武汉大学学报(信息科学版)》2003,(Z1)

讨论了测量平差函数模型的几种形式———参数模型、非参数模型及半参数模型 ,分别论述了各种模型的优缺点及其适用范围。半参数模型对于客观实际具有极强的解释能力 ,应给予充分的重视和深入的研究。  相似文献   

Evaluating accuracy for two empirical methods in predicting settlement of drilled shafts     

Azm S. Al-Homoud  T. Fouad  Ahmed Mokhtar 《Geotechnical and Geological Engineering》2004,22(2):245-267

Several theoretical, empirical and semi-empirical methods are available in the literature to predict settlement of drilled shafts in sandy soils. In the Arabian Gulf countries, specifically in the United Arab Emirates, equations and procedure from the rest of the world are being used in analysis and design of drilled shafts without proper validation. It is the aim of this study to assess the applicability and evaluate the accuracy of two well known, and commonly used methods for pile prediction in the United Arab Emirates (UAE), namely Vesic (1977) and Poulos (1979), via comparison with data from field pile load tests conducted on shafts drilled in the region. Some of these tests were conducted for the purpose of this study, while others were made available through the courtesy of International Piling Contractors who are active in the region (e.g. Bauer International and Swiss Borings). Pile load test data were analyzed to back-calculate the model parameters related to settlement under different loading stages. Geological data and soil properties were obtained from studies conducted at the relevant sites. An effort is made to correlate soil properties with the prediction models. Statistical analysis is conducted to assess the accuracy of the results obtained from the two methods at different stages of loading via those obtained from pile load tests. Moreover, a detailed parametric study is conducted to assess the effect of the related parameters on the predicted pile settlement and the estimated settlement at different stages of loading. The study concluded with a recommendation of the most appropriate models and procedures to be followed for predicting the settlement of drilled shafts in the UAE, together with useful charts and correlation relations. Results showed that settlement values predicted by Vesic (1977) and Poulos (1979) overestimates the true values. This revised version was published online in July 2006 with corrections to the Cover Date.  相似文献   

基于数据融合的侧扫声纳图像预处理     

阳凡林  刘经南  赵建虎 《武汉大学学报(信息科学版)》2004,29(5):402-406

论述了基于数据融合的侧扫声纳图像处理的特殊过程。根据现代侧扫声纳系统的特点，提出了利用声线跟踪法进行斜距改正，同时对目标阴影区进行了处理；对文献[1]的灰度不均衡的改正算法进行了改进。利用小波变换检测出灰度突变区，根据剔除突变区后计算的灰度改正系数进行航向上的灰度改正，并用模拟数据和实际数据进行了验证；鉴于波束展宽效应对远场目标造成的拖尾效应，论述了对拖尾效应使用的去卷积的改正算法。  相似文献   

Parametric Vibration Analysis of Submerged Floating Tunnel Tension Legs     

SUN Sheng-nan  SU Zhi-bin  FENG Yun-fen  XU Xian-yi 《中国海洋工程》2020,(1):131-136

According to the characteristics of submerged floating tunnel anchored by tension legs,simplifying the tube as point mass and assuming that the tension leg is a nonlinear beam model hinged at both ends,the nonlinear vibration equation of the tension leg is derived.The equation is solved by the Galerkin method and Runge Kutta method.Subsequently,numerical analysis of typical submerged floating tunnel tension leg is carried out.It is shown that,the parametric vibration response of the submerged floating tunnel tension leg is related to the amplitude and frequency of the end excitation.Without considering axial resonance and transverse resonance,it is reasonable that higher order modes are abandoned and only the first three modes are considered.The axial resonance amplitude of the second or third order mode is equivalent to the first order mode axial resonance amplitude,which should not be ignored.  相似文献   

国内外侧扫声纳测量标准比较研究          下载免费PDF全文

王平  邬金  张济博  程国标  苟诤慷 《海洋学研究》2018,36(2):74-79

由于侧扫声纳应用领域不断扩大,用户要求不断提高,国际海道测量组织和世界测量技术发达国家相继发布了各自的新版测量规范和标准。本文将我国侧扫声纳现行测量标准与国际相关标准在系统探测能力、测线布设、数据采集、质量控制等方面进行比较详细的分析比较,指出了我国侧扫声纳测量规范在测线布设、数据采集要求等方面的不足,旨在推进我国测量标准尽快实现与国际接轨。  相似文献   

Difference-frequency ultrasound generation from microbubbles under dual-frequency excitation     

马青玉  邱媛媛  黄蓓  章东  龚秀芬 《海洋学报(英文版)》2010,29(9)

The difference-frequency (DF) ultrasound generated by using parametric effect promises to improve detection depth owing to its low attenuation, which is beneficial for deep tissue imaging. With ultrasound contrast agents infusion, the harmonic components scattered from the microbubbles, including DF, can be generated due to the nonlinear vibration. A theoretical study on the DF generation from microbubbles under the dual-frequency excitation is proposed in formula based on the solution of the RPNNP equation. The optimisation of the DF generation is discussed associated with the applied acoustic pressure, frequency, and the microbubble size. Experiments are performed to validate the theoretical predictions by using a dual-frequency signal to excite microbubbles. Both the numerical and experimental results demonstrate that the optimised DF ultrasound can be achieved as the difference frequency is close to the resonance frequency of the microbubble and improve the contrast-to-tissue ratio in imaging.  相似文献   

The alluvial architecture of a suspended sediment dominated meandering river: the Río Bermejo,Argentina          下载免费PDF全文

Gregory H. Sambrook Smith  James L. Best  Jessica Z. Leroy  Oscar Orfeo 《Sedimentology》2016,63(5):1187-1208

The alluvial architecture of fine‐grained (silt‐bed) meandering rivers remains poorly understood in comparison to the extensive study given to sand‐bed and gravel‐bed channels. This paucity of knowledge stems, in part, from the difficulty of studying such modern rivers and deriving analogue information from which to inform facies models for ancient sediments. This paper employs a new technique, the parametric echosounder, to quantify the subsurface structure of the Río Bermejo, Argentina, which is a predominantly silt‐bed river with a large suspended sediment load. These results show that the parametric echosounder can provide high‐resolution (decimetre) subsurface imaging from fine‐grained rivers that is equivalent to the more commonly used ground‐penetrating radar that has been shown to work well in coarser‐grained rivers. Analysis of the data reveals that the alluvial architecture of the Río Bermejo is characterized by large‐scale inclined heterolithic stratification generated by point‐bar evolution, and associated large‐scale scour surfaces that result from channel migration. The small‐scale and medium‐scale structure of the sedimentary architecture is generated by vertical accretion deposits, bed sets associated with small bars, dunes and climbing ripples and the cut and fill from small cross‐bar channels. This style of alluvial architecture is very different from other modern fine‐grained rivers reported in the literature that emphasize the presence of oblique accretion. The Río Bermejo differs from these other rivers because it is much more active, with very high rates of bank erosion and channel migration. Modern examples of this type of highly active fine‐grained river have been reported rarely in the literature, although ancient examples are more prevalent and show similarities with the alluvial architecture of the Río Bermejo, which thus represents a useful analogue for their identification and interpretation. Although the full spectrum of the sedimentology of fine‐grained rivers has yet to be revealed, meandering rivers dominated by lateral or oblique accretion probably represent end members of such channels, with the specific style of sedimentation being controlled by grain size and sediment load characteristics.  相似文献   

声呐合成孔径干涉测量的研究现状与进展     

蒋廷臣  王秀萍  王晓松  焦明连  董春来 《测绘科学》2016,41(11):1-4,30

针对合成孔径声呐是一种新型高分辨水下成像声呐,尤其是其干涉测量是一种高精度测量海底地形的先进技术,具有很大的应用前景,但是目前尚还没有得到广泛应用的问题,详细分析了声呐合成孔径干涉测量近期的研究现状与研究进展情况。该文在声呐合成孔径干涉测量原理的基础上,比较了与合成孔径雷达干涉的不同,重点阐述了相关理论和设备的研究现状和进展,同时分析了现在声呐合成孔径干涉测量所存在的主要问题,最后介绍了目前声呐合成孔径干涉测量的研究展望。  相似文献