Estimation of the 3D correlation structure of an alluvial aquifer from surface-based multi-frequency ground-penetrating radar reflection data

Knowledge about the stochastic nature of heterogeneity in subsurface hydraulic properties is critical for aquifer characterization and the corresponding prediction of groundwater flow and contaminant transport. Whereas the vertical correlation structure of the heterogeneity is often well constrained by borehole information, the lateral correlation structure is generally unknown because the spacing between boreholes is too large to allow for its meaningful inference. There is, however, evidence to suggest that information on the lateral correlation structure may be extracted from the correlation statistics of the subsurface reflectivity structure imaged by surface-based ground-penetrating radar measurements. To date, case studies involving this approach have been limited to 2D profiles acquired at a single antenna centre frequency in areas with limited complementary information. As a result, the practical reliability of this methodology has been difficult to assess. Here, we extend previous work to 3D and consider reflection ground-penetrating radar data acquired using two antenna centre frequencies at the extensively explored and well-constrained Boise Hydrogeophysical Research Site. We find that the results obtained using the two ground-penetrating radar frequencies are consistent with each other, as well as with information from a number of other studies at the Boise Hydrogeophysical Research Site. In addition, contrary to previous 2D work, our results indicate that the surface-based reflection ground-penetrating radar data are not only sensitive to the aspect ratio of the underlying heterogeneity, but also, albeit to a lesser extent, to the so-called Hurst number, which is a key parameter characterizing the local variability of the fine-scale structure.     

Distribution and Classification of Cobalt-Rich Crust

INTRODUTIONThe sea- floor metallic mineral resources are classified asmany types such as multi- m etallic nodules,metallic oozes,massive sulfide deposits and iron- manganese crusts.Before1980 s,China did not made any researches into metallic oozeand massive sulfide deposits;but China started to study m ul-ti- metallic nodules in the early1980 s,15 - 2 0 years later thanthe developed industry countries did.However,in the shortten years,we have caught up with the developed countries,and our…     

新疆阿合勒－冲乎尔地区泥盆纪相动力学研究

阿合勒－冲乎尔火山沉积盆地是一个以火山岩并伴有陆源和内源沉积物的堆积场所，即该区泥盆纪地层是以事件作用的产物为其主要成分特点。显然，对其古地理的恢复、相的划分采用传统的相序分析方法是不合适的。作者认为要阐明该区泥盆纪的古地理面貌，必须在区域地层研究基础上，综合分析各种相标志和沉积物的特点，寻求它们的物理成因和地质成因解。在这一过程中，相的动力学分析显得尤为重要。本文在上述学术思想指导下，把本区泥盆纪的相分为成因相和环境相两大类，并对其中的微相进行了详细的阐述，从而为把沉积学的原理和方法应用了火山岩的搬运机制和堆积环境研究中提供了先期研究实例，同时为研究和恢复该区以至整个新疆北部泥盆纪的古地理格局打下了坚实的基础。     

影响上海市地价空间分布的区位因子分析

本文采用ＧＩＳ技术和多元线性回归分析方法，以土地批租地块为样本，分析上海市地价与城市区位因子的线性关系。回归分析结果表明；南京路，市中心和淮海路是影响上海市寺价空间差异的主要区位因子，外滩，次级商业中心和交通结节点对地价的影响很小，表明上海市地价的空间分布具有很高的向心性。     

New patterns of urban development in China

1　ＩＮＴＲＯＤＵＣＴＩＯＮＣｉｔｙｐｌａｙｓａｎｉｍｐｏｒｔａｎｔｒｏｌｅｉｎｔｈｅｐｒｏｃｅｓｓｏｆｒｅ ｇｉｏｎａｌｅｃｏｎｏｍｉｃｄｅｖｅｌｏｐｍｅｎｔ .Ｆｏｒｉｎｓｔａｎｃｅ ,ｉｎ 1996,ｔｈｅｔｏｔａｌｍｕｎｉｃｉｐａｌａｒｅａｓｏｆ 666ｃｉｔｉｅｓｏｎｌｙｃｏｖｅｒｅｄｔｈｅｐｒｏｐｏｒｔｉｏｎｏｆ 18.12ｐｅｒｃｅｎｔｉｎｎａｔｉｏｎａｌｔｅｒｒｉｔｏｒｙ ,ａｎｄｂｕｉｌｔ ｕｐａｒｅａ 1.8ｐｅｒｃｅｎｔ .Ｂｕｔｔｈｅｙｐｒｏｄｕｃｅｄｔｈｅ 68.63ｐｅｒｃｅｎｔｏｆＧＤＰ(ＧｒｏｓｓＤｏ…     

中国日降雨量变化特征分析

将旋转主成分分析和复变量莫莱特小波分析应用于14a中国境内实测与ECMWF再分析日降雨量资料,研究其年际、季际与季节内变化的时空分布特征和再分析日降雨量资料的有效性。结果表明:从实测资料中分析的降水特征,都可以由再分析资料再现出来。除周内振荡大有出入外,其余频率的振荡二者大致相符或基本吻合。因此,周内振荡还不能被再分析数据较好地刻划,但是与旱涝灾害和季风爆发联系密切的周际以上振荡,在再分析日降雨量中基本上能被正确地表现出来。     

罗锅沟大爆破技术

以罗锅沟大爆破为例，介绍了洞室大爆破的施工组织，并着重问述了在进行技术设计时，应注意以下几点：（１）药室的布置及爆破参数的确定；（２）起爆网路的设计；（３）施工设计；（４）安全校核及安全措施。     

井水位地震效应特征研究

震后效应是较普遍和复杂的自然现象,各种物理、化学量的变化动态隐含着丰富的地壳活动的动力学信息,对其研究具有重要的理论和实际意义.本研究以典型观测井的水位震后效应为研究对象,分析震后效应的动态规律及其与构造应力环境的关系.系统的研究结果表明:①同一口井的震后效应方式与地震的强度和位置无关,对于同一口井不同地震引起的效应总是同向的,即总是上升或下降;②对于水位效应较显著震例,水位变化幅值与震级、距离之间具有很好的统计关系;③井点附近发生强震后的若干年内,井水位无后效,也就是说井水位响应灵敏度要受本地的应力状态的影响而随时间发生变化,本地发生中强以上地震后,响应灵敏度会降低;④对某些特定地区或方位的地震,井水位的后效幅值偏小.这些结果说明,井水位的地震后效除了与震级、距离有关外,更重要的是可能与水井所在地区的应力状态及地震波传播途径的地质背景有关.     

横向受荷桩的最轻重量设计

尝试建立变截面桩的挠曲线微分方程,继而提出了变截面优化桩的概念,并给出了端承桩的一种优化算法。还以圆截面大孔径挖孔灌注桩为例,在桩顶受竖向荷载、水平横向力及弯矩作用时,进行了最轻重量设计。通过计算表明,使用变截面优化桩可使桩的体积减少30%以上。