煤田采区高分辨三维地震勘探激发参数的优选

三维地震勘探取得可靠数据的前提是获得最佳的的激发参数,即激发井深和激发药量。双井微测井是一种行之有效的确定激发参数的方法。以某区25m双井微测井为例,介绍了通过不同激发井深的接收排列图及频谱分析图确定潜水面位置及最佳激发深度的方法;在确定的最佳激发层位上进行不同药量试验,结合目的层有效波时窗频谱图,综合考虑有效信号、地震子波频谱及信噪比等因素选择最佳激发药量。通过双井微测井工作,最终确定潜水面位置为6m,最佳激发深度为11m,激发药量为2kg。     

小当量激发的远距离信号检测研究

为了研究利用小当量震源进行远距离探测的可能性,通过现场试验进行了研究.野外实验采用1次大当量激发和16次小当量激发,研究结果表明：①有可能利用数十公斤当量的炸药实现200km距离的探测;②在激发条件相同（或相近）时,不同当量的激发波形滤波后存在一定的相似性;③依据人工震源可重复性采用以下的激发组合方式和处理方法能够有效提高信噪比：针对大当量激发与小当量激发波形的相似性,利用大当量激发的波形作模板与小当量激发的波形作相关,可判断台站是否接受到小当量激发的信号并检测其震相到时信息.针对小当量激发波形的相似性,采用小当量多次激发的方式,通过N次根加权叠加方法,能有效提高记录的信噪比和震相识别精度.     

基于灰色模糊聚类分析的吉林省黑土结构综合评价

通过对黑土结构指标的定量研究,确定颗粒组成、团聚性和孔隙性3个方面的9个结构指标,建立结构综合评价体系,并采用灰色模糊聚类分析法对黑土的结构进行综合评价,确定吉林黑土的结构质量及肥力状况。结果表明,肥力中-低等样品数量占总量的53%,吉林黑土总体肥力状况不容乐观。以灰色模糊聚类分析法评价土壤结构不需要建立评价的分级标准,可以根据评价对象的实际情况进行最优聚类分析,采用结构性指标对黑土肥力和退化进行评价是可行的。     

一种红色砭石的矿物学特征研究

采用X射线粉末衍射（XRD）、扫描电子显微镜（SEM）、热重分析（TG-DTG）及激光诱导离解光谱（LIBS）等分析方法对一种红色砭石的矿物学特征进行了深入的研究。XRD分析表明,红色砭石主要由白云石组成,并含有少量石英和方解石及微量云母、正长石和赤铁矿。SEM结果显示,砭石中的矿物颗粒大多为集合体,粒径大多集中在1～5μm之间,表面光滑程度有所不同。红色砭石在650-850℃范围内出现一个单失重峰,为白云石的分解形成,类质同象或者杂质矿物的存在导致白云石两阶段的分解同步完成。红色砭石的颜色可能与赤铁矿和正长石微晶在砭石中的均匀分布有关。     

旱地紫色土团聚体特征的指标比较

土壤团聚体是土壤肥力的基础，团聚体结构对土壤肥力有重要的影响。用团聚体几何平均直径(GMD)、平均重量直径(MWD)、粒径分布分形维(D)和表面分形维(P)分别对紫色土团聚体及水稳性团聚体进行分析：几何平均直径(GMD)、平均重量直径(MWD)、粒径分布分形维(D)和表面分形维(P)从不同角度反映紫色土团聚体特征；几何平均直径(GMD)、平均重量直径(MWD)对团聚体和水稳性团聚体分布均能较好地反映；粒径分布分形维(D)和表面分形维(P)能更好地反映团聚体的水稳性和抗蚀性，是描述土壤团聚体水稳性和抗蚀性的新指标和新方法。     

复杂山区高信噪比原始资料采集方法

山西晋城矿区内沟谷发育,地形复杂,最大相对高差400m,浅层地震地质条件以裸露基岩为主,少部分是黄土和坡积物覆盖,表浅层地震地质条件非常复杂。区内山西组3#形成的T3波形突出、全区稳定,可连续追踪对比;15#煤层因3#煤层的屏蔽作用,反射波T15波能量较弱。针对该区的地震地质条件,在不同地段分别选用空压机配风镐、山地钻、洛阳铲等成孔工具,以保证激发层位在未风化基岩中。基岩中激发获得的原始资料信噪比较高,小构造反映清晰,可见改善激发条件可为资料解释提供可靠依据。     

Recovery of the seabed following marine aggregate dredging on the Hastings Shingle Bank off the southeast coast of England

The aim of this study was to investigate the effect of dredging intensity on the physical and biological recovery times of the seabed following marine aggregate dredging. Two areas of seabed, previously subject to, respectively, relatively high and lower levels of dredging intensity, were identified on the Hastings Shingle Bank. Two reference areas were also selected for comparative purposes. All four sites were monitored annually over the period 2001–2004, using a combination of acoustic, video and grab sampling techniques. Since the site was last dredged in 1996, this was intended to provide a sequence of data 5–8 years after cessation of dredging. However, an unexpected resumption of dredging within the high intensity site, during 2002 and 2003, allowed an additional assessment of the immediate effects and aftermath of renewed dredging at the seabed. The early stages of recovery could then be assessed after dredging ceased in 2003. Results from both dredged sites provide a useful insight into the early and latter stages of physical and biological recovery. A comparison of recent and historic dredge track features provided evidence of track erosion. However, tracks were still visible 8 years after the cessation of dredging. Within the high dredging intensity site, recolonisation was relatively rapid after the cessation of dredging in 2003. Rather than indicating a full recovery, we suggest that this initial ‘colonization community’ may enter a transition phase before eventually reaching equilibrium. This hypothesis is supported by results from the low intensity site, where biological recovery was judged to have taken 7 years. Further monitoring is needed in order to test this. An alternative explanation is that the rapid recovery may be explained by the settlement of large numbers of Sabellaria spinulosa. As the resumption of dredging within the high intensity site limited our assessment of longer-term recovery it is not yet possible to assume that a 7-year biological recovery period will be applicable to other, more intensively dredged areas at this or more distant locations.     

土石混合料的结构分类

探讨了振动三参数：离心力、激振频率和名义振幅对土石混合料振动压实效果的影响,提出了两种对比工艺。并根据土石混合料在同一振动工艺下的压实特性,指出土石混合料具有三种结构类型,以最大干密度为判据,含石量为指标进行了结构分类,给出了分类区间。     

VSP资料中震源子波的分析和处理

讨论了ＶＳＰ震源子波在波形、初至时间和能量等三个方面存在的非一致性问题,并给出了在资料处理中的校正方法。