合成孔径声纳技术在海底管道探测中的应用进展

从合成孔径声纳的基本原理、研究进展、应用,以及实际应用中存在的问题等几个方面,探讨了该技术在海底管道探测方面的应用潜力。国内外一些海域开展的探索性应用显示,该技术可以对海底管道的埋设状态及其周边海域地形地貌和其他小目标清晰成像,并且能够获得管道状态和位置等的细节信息。然而,鉴于海洋水声环境的复杂性和特殊性,SAS在实际应用中仍存在一些问题,需要在信号处理方法、作业方式等方面进行更为深入的研究探索。     

几种相对振幅保持的叠前偏移方法对比分析

本文首先介绍了几种振幅保持的叠前偏移方法,通过对这几种方法进行对比分析可以看出每种方法所考虑的影响因素不同,所以它们的加权函数不同.第一类加权函数没有考虑焦散和孔径的影响;第二类加权函数考虑了焦散的影响,但是没有考虑孔径的影响,第三类加权函数既考虑了焦散的影响又考虑了孔径的影响,而第四类加权函数是从波动方程出发,通过分解上、下行波场,根据成像条件来求取加权函数的.然后通过模型验证了共炮检距保幅偏移方法的有效性,从而说明了保幅偏移对振幅的补偿作用.最后考虑了偏移孔径与权函数的关系,它们之间主要通过连续窗函数μ(ξ,sξt)来控制,这样才能有效地消除偏移过程中所产生的噪声.     

Synthetic study on SS waveform splitting and complication

Some influential factors on the complication of SS waveform (with epicentral distance within 40°～180°) are ana- lyzed quantitatively by calculating the full-wave synthetic seismogram using propagation matrix method. Our re- sults show that the transmission-conversion and reflection-conversion phases of S wave at the interface of Moho and free surface beneath bounce points are mainly responsible for the complication of SS waveform, the velocity contrast between the two sides of Moho boundary under SS bounce point also has great effects on the amplitudes of all the conversion and the reverberation phases; the properties of the crust at seismic station also play a role in the complication of SS waveform while the crustal thickness beneath bounce point is thinner relatively. At the same time, two sets of real SS waveform data at the two positions in eastern and western China are analyzed, and the splitting time between SS transverse component and radial component is measured by cross-correlation. Our analysis demonstrates that there is a positive correlation between crustal thickness and the splitting time because of the influences of adjacent conversion and reverberation phases, the splitting time in west with thick crust is ob- viously greater than that in the east with thin crust. Moreover, It is promising that one new method of measurement of crustal thickness will be developed by using the observed SS splitting time.     

2.5D-FDTD数值算法的建立和模拟

本文提出并建立了2.5D-FDTD数值分析方法;通过与解析解及常规FDTD算法的比较,验证了该算法的正确性,显示了该算法的优越性;通过加入三维矩形口径面超宽带天线,实现了对地下埋藏目标体的识别,进一步说明了该方法的可行性和实用性.     

Wavelet‐based simulation of spectrum‐compatible aftershock accelerograms

In damage‐based seismic design it is desirable to account for the ability of aftershocks to cause further damage to an already damaged structure due to the main shock. Availability of recorded or simulated aftershock accelerograms is a critical component in the non‐linear time‐history analyses required for this purpose, and simulation of realistic accelerograms is therefore going to be the need of the profession for a long time to come. This paper attempts wavelet‐based simulation of aftershock accelerograms for two scenarios. In the first scenario, recorded main shock and aftershock accelerograms are available along with the pseudo‐spectral acceleration (PSA) spectrum of the anticipated main shock motion, and an accelerogram has been simulated for the anticipated aftershock motion such that it incorporates temporal features of the recorded aftershock accelerogram. In the second scenario, a recorded main shock accelerogram is available along with the PSA spectrum of the anticipated main shock motion and PSA spectrum and strong motion duration of the anticipated aftershock motion. Here, the accelerogram for the anticipated aftershock motion has been simulated assuming that temporal features of the main shock accelerogram are replicated in the aftershock accelerograms at the same site. The proposed algorithms have been illustrated with the help of the main shock and aftershock accelerograms recorded for the 1999 Chi–Chi earthquake. It has been shown that the proposed algorithm for the second scenario leads to useful results even when the main shock and aftershock accelerograms do not share the same temporal features, as long as strong motion duration of the anticipated aftershock motion is properly estimated. Copyright © 2008 John Wiley & Sons, Ltd.     

软土地区土压盾构隧道掘进施工风险模糊评估

首先确定了软土地区土压式盾构掘进施工主要风险,针对掘进施工风险的随机性与模糊性特点,提出采用模糊综合评价模型对其进行研究,其中采用层次分析法计算各风险事件的相对权重,并采用梯形隶属函数来计算各风险事件对风险水平的隶属度,将风险事件的权重与风险事件对风险水平的隶属度进行模糊综合运算,可得出掘进施工的总体风险水平,最后通过算例进行实证研究,评价结果基本能反映实际情况。     

初探我国Argo浮标下潜深度标定

为了使剖面能停留在预定深度,通过水静力学角度对相应的浮标压载标定方法进行研究.试验表明,浮标重量改变1 g,就会造成大约10 m停留深度的变化.论文详细描述了用压力罐进行浮标压载重量标定的方法,并通过一台浮标的压载实验给出浮标配重计算方法.     

应用合成地震记录确定南黄海北部盆地中生代地层的分布

黄海海域是我国近海目前唯一尚未获得商业性油气发现的海域,海域内发育了3个中新生代含油气盆地,目前已在北部盆地中生代泰州组地层中发现了油气显示。过去由于受资料所限,对盆地的油气资源评价,多关注于第三纪盆地,忽视了中生代盆地的油气资源远景。作者通过对南黄海北部盆地已钻遇中生代泰州组地层的钻井和过井数字地震剖面的追踪对比,结合4km×8km地震测网和重、磁资料综合解释,认为中生代盆地同样具有良好的含油气远景,特别是盆地的东北凹,中生代地层沉积厚度大,分布范围广,具有较好的油气资源远景。     

文昌鱼头部cDNA文库的构建

采用cDNA合成技术制备文昌鱼头部cDNA基因文库.以mRNA为模板,用NotI primer-Adaptor为引物,在反转录酶的作用下,合成第一链cDNA,进而合成第二链cDNA.含有EcoRI和NotI粘性末端的双链cDNA在T4DNA连接酶作用下与λgt11 EcoRI/NotI臂相连,包装蛋白包装,得到噬菌体颗粒,即原始的文昌鱼头部cDNA文库.经X-Gal/IPTG板测定, 该文库滴度为7.8×105 pfu/cm3,重组率为70%.cDNA文库可直接应用于目的基因筛选.     

东海深部地层时深转换关系的分段优化拟合

在将钻井垂直地震剖面(VSP)数据的时深拟合公式应用于深部地层的时深转换时,拟合深度与计算的层速度常常不够准确。本文首先利用多项式和幂函数给出了东海陆架盆地中部某凹陷41口钻井VSP数据的时深拟合公式,并用双程旅行时(TWT)最深达8 s的三维地震速度体数据与多道地震剖面对拟合公式在深部地层的适用性进行分析。在TWT为8 s时,速度体数据表明41口钻井位置的平均深度为18 140 m,平均层速度为6 208 m/s,二次多项式的平均拟合深度较之偏高9.2%,计算的层速度偏高36.2%,幂函数则分别偏低28.9%与35.6%,拟合效果都不理想。对此,本文采用通过识别VSP数据的增速拐点并对增速拐点前的VSP数据进行二次多项式拟合,对增速拐点后的VSP数据进行幂函数拟合的分段拟合模型,将TWT为8 s时的平均拟合深度和层速度的误差降到3.3%与4.7%。地震剖面显示研究区莫霍面深度约为TWT=11 s,分段拟合模型在TWT=11 s的平均拟合深度为27 516 m,层速度为7 334 m/s,更接近前人研究成果,表明该模型能显著提高深部地层时深转换的精度。