新乡市浅层地下水水环境特征

为有效防治地下水污染,分析新乡浅表地层岩性、含水组空间分布及其水化学的类型分带和特征.在此基础上综合评价浅层地下水质量,发现新乡市浅层地下水质量污染普遍超标,建成区及周围地下水质量为Ⅴ类以上,其他地区达到Ⅳ类以上.     

Determining Q of near-surface materials from Rayleigh waves

High-frequency (≥2 Hz) Rayleigh wave phase velocities can be inverted to shear (S)-wave velocities for a layered earth model up to 30 m below the ground surface in many settings. Given S-wave velocity (V_S), compressional (P)-wave velocity (V_P), and Rayleigh wave phase velocities, it is feasible to solve for P-wave quality factor Q_P and S-wave quality factor Q_S in a layered earth model by inverting Rayleigh wave attenuation coefficients. Model results demonstrate the plausibility of inverting Q_S from Rayleigh wave attenuation coefficients. Contributions to the Rayleigh wave attenuation coefficients from Q_P cannot be ignored when Vs/V_P reaches 0.45, which is not uncommon in near-surface settings. It is possible to invert Q_P from Rayleigh wave attenuation coefficients in some geological setting, a concept that differs from the common perception that Rayleigh wave attenuation coefficients are always far less sensitive to Q_P than to Q_S. Sixty-channel surface wave data were acquired in an Arizona desert. For a 10-layer model with a thickness of over 20 m, the data were first inverted to obtain S-wave velocities by the multichannel analysis of surface waves (MASW) method and then quality factors were determined by inverting attenuation coefficients.     

暴雨类冷涡与非暴雨类冷涡的合成对比分析

选择了８例典型的东北冷涡暴雨过程和８例典型的东北冷涡弱降水过程进行了合成对比分析，发现暴雨类冷涡其暴雨主要出现在冷涡的发展阶段，而非暴雨类冷涡的降水主要发生在冷涡的成熟阶段；暴雨类冷涡与其南侧的副热带低值系统联系密切，非暴雨类冷涡的这一特点不甚明显；暴雨类冷涡的两个降水中心分别出现在系统东侧偏南和南侧偏东一些的地，距系统中心大约３００－４００ｋｍ和７００－８００ｋｍ，这些区域处于低层辐合、高层辐菜     

尼日尔Termit盆地上白垩统储层岩石学特征及控制因素分析

本文对尼日尔Termit盆地17口井218个井壁取芯样品开展普通薄片、阴极发光、X衍射、扫描电镜及重矿物分析,研究上白垩统储层的岩石学特征,并探讨其控制因素。实验分析结果表明,Termit盆地上白垩统储层的岩石类型主要为石英砂岩,成分成熟度高,以石英为主,含量达86%以上,钾长石、方解石及斜长石等含少量,占比约5%,这种岩石类型对原生孔隙的保存比较有利;填隙物主要为粘土杂基,含量为7%左右,矿物成分以高岭石为主,利于对晶间孔的保留;岩石中发育硅质、方解石和铁质等胶结类型,胶结物的含量占比较小,对储层的破坏作用不大;重矿物类型为磁铁矿、赤铁矿、锆石、磷灰石,推测物源区的母岩类型主要为花岗岩;以细粒结构和少量的不等粒结构为主,分选中等-差,磨圆度一般为次棱角-次圆状,磨圆差。与国内石英砂岩沉积于高能的滨浅海环境不同,研究区石英砂岩成分成熟度高,但分选程度和磨圆度较低,一方面反映了物源区母岩富含石英,同时也反映了这种石英砂岩沉积于近源的河流-三角洲环境。影响研究区上白垩统储层物性的主要因素是岩石类型及成岩作用,由于储层的岩石类型为石英砂岩,压实作用对储层的破坏作用较一般岩石类型偏小。砂岩埋深小于2500m时,主要发育原生孔隙,面孔率大于15%。溶蚀作用对本区储层产生一定的影响,最常见的为长石的溶蚀,溶蚀作用形成粒内溶孔和粒间溶孔,还会扩大原生孔隙形成混合孔,改善了砂岩的储集性能。     

Kinematic interaction factors of deep foundations with inclined piles

The beneficial or detrimental role of battered piles on the dynamic response of piled foundations has not been yet fully elucidated. In order to shed more light on this aspect, kinematic interaction factors of deep foundations with inclined piles, are provided for single‐battered piles, as well as for 2 × 2 and 3 × 3 groups of piles subjected to vertically incident plane shear S waves. Piles are modelled as linear‐elastic Bernoulli beams, whereas soil is assumed to be a linear, isotropic, homogeneous viscoelastic half‐space. Different pile group configurations, pile‐soil stiffness ratios, and rake angles are considered. The relevance and main trends observed in the influence of the rake angle on the kinematic interaction factors of the analysed foundations are inferred from the presented results. An important dependence of the kinematic interaction factors on the rake angle is observed together with the existence of an inclination angle at which cap rotation and excitation become out of phase in the low‐to‐mid frequency range. The existence of a small batter angle that provides minimum cap rotation is also shown. Copyright © 2014 John Wiley & Sons, Ltd.     

水泥土强度的影响因素

水泥浆体搅拌地基加固技术是地基处理的技术方法之一,其水泥—土固结体的强度主要受地基土的含水量、水泥掺入量及地基土类别的影响。本文通过室内及工业性试验表明:土体的含水量对水泥土强度具有负作用;水泥土强度与水泥掺入比不是简单的单调上升关系;地基土的类别对水泥土强度的影响较大,淤泥及淤泥质土由于富含有机质,强度较低,粉质粘土、粘土形成的水泥土强度较高。     

琼州海峡海底电缆路由工程地质特征

根据地球物理、声学探测、海底取样及实验室测试等实测资料详细分析,发现琼州海峡具有独特的自然条件以及复杂的工程地质特征。海底地形地貌非常复杂,存在沙波、沙堤沙丘、冲刷槽、冲刷脊和丘状突起、陡坡、滑坡、珊瑚礁、浅埋岩石、软弱地层等潜在的地质灾害因素,尤其在琼州海峡中央深槽区,坡度很大,分布着多种潜在的地质灾害,是海底光缆的危险区,应引起重视。     

松嫩平原湿地分布变化与影响因素分析

近20年来松嫩平原生态环境发生了巨大变化,湿地退化加剧是生态环境变化的重要表现之一.利用1986年（TM）和2001年（ETM）卫星遥感影像数据和RS-GIS集成技术,对松嫩平原湿地的现状和变化趋势进行了量化分析.结果表明,在过去的15年中,松嫩平原湿地面积减少了658 042 hm²,减少了38.81%.平均每年减少43 869 hm²,年均减少速率2.59%.其中地表水体减少127 429 hm²,减少了22.81%;沼泽减少530 612 hm²,减少了46.67%.降水减少,蒸发加大,水资源开发过大以及过度放牧、围垦湿地是湿地退化的主要原因.     

水库诱发地震活动特征及其预测方法研究

根据国内外水库诱发地震的观测与研究震例,分析研究了一些著名水库诱发序列的地震活动特征,并根据水库诱发地震随水库蓄水时间的变化,把水库诱发地震活动归纳为迅速响应型、延迟响应型和混合响应型三类,分析讨论了这三类水库诱发地震活动在时间和空间分布上的不同特点,并在此基础上综合分析了水库诱发地震预测方法研究的技术途径.     

Characteristics and influencing factors of frontal upwelling in the Yellow Sea in summer

Frontal upwelling is an important phenomenon in summer in the Yellow Sea (YS) and plays an essential role in the distribution of nutrients and biological species. In this paper, a three-dimensional hydrodynamic model is applied to investigate the characteristics and influencing factors of frontal upwelling in the YS. The results show that the strength and distribution of frontal upwelling are largely dependent on the topography and bottom temperature fronts. The frontal upwelling in the YS is stronger and narrower near the eastern coast than near the western coast due to the steeper shelf slope. Moreover, external forcings, such as the meridional wind speed and air temperature in summer and the air temperature in the preceding winter and spring, have certain influences on the strength of frontal upwelling. An increase in air temperature in the previous winter and spring weakens the frontal upwelling in summer; in contrast, an increase in air temperature in summer strengthens the frontal upwelling. When the southerly wind in summer increases, the upwelling intensifies in the western YS and weakens in the eastern YS. The air temperature influences the strength of upwelling by changing the baroclinicity in the frontal region. Furthermore, the meridional wind speed in summer affects frontal upwelling via Ekman pumping.