用欧拉方程估算埋深和形状因数

本文论述了用欧拉方程估算埋深和形状因数的方法原理,并用模型计算加以验证,最后用湖南某地含原生金刚石的钾镁煌斑岩筒上的ΔＴ异常证实这种估算方法是值得推广的。     

UPPER CRUSTAL VELOCITY STRUCTURE AND CONSTRAINING FAULT INTERPRETATION FROM SHUNYI-TANGGU REFRACTION EXPERIMENT DATA

The urban active fault survey is of great significance to improve the development and utilization of urban underground space, the urban resilience, the regional seismic reference modeling, and the natural hazard prevention. The Beijing-Tianjin metropolitan region with the densest population is one of the most developed and most important urban groups, located at the northeastern North China plain. There are several fault systems crossing and converging in this region, and most of the faults are buried. The tectonic setting of the faults is complex from shallow to deep. There are frequent historical earthquakes in this area, which results in higher earthquake risk and geological hazards. There are two seismicity active belts in this area. One is the NE directed earthquake belt located at the east part of the profile in northern Ninghai near the Tangshan earthquake region. The other is located in the Beijing plain in the northwest of the profile and near the southern end of Yanshan fold belt, where the 1679 M8.0 Sanhe-Pinggu earthquake occurred, the largest historical earthquake of this area. Besides, there are some small earthquake activities related to the Xiadian Fault and the Cangdong Fault at the central part of the profile.
The seismic refraction experiment is an efficient approach for urban active fault survey, especially in large- and medium-size cities. This method was widely applied to the urban hazard assessment of Los Angeles. We applied a regularized tomography method to modeling the upper crustal velocity structure from the high-resolution seismic refraction profile data which is across the Beijing-Tianjin metropolitan region. This seismic refraction profile, with 185km in length, 18 chemical explosive shots and 500m observation space, is the profile with densest seismic acquisition in the Beijing-Tianjin metropolitan region up to now. We used the trial-error method to optimize the starting velocity model for the first-arrival traveltime inversion. The multiple scale checker board tests were applied to the tomographic result assessment, which is a non-linear method to quantitatively estimate the inversion results. The resolution of the tomographic model is 2km to 4km through the ray-path coverage when the threshold value is 0.5 and is 4km to 7km through the ray-path coverage when the threshold value is 0.7. The tomographic model reveals a very thick sediment cover on the crystalline basement beneath the Beijing-Tianjin metropolitan region. The P wave velocity of near surface is 1.6km/s. The thickest sediment cover area locates in the Huanghua sag and the Wuqing sag with a thickness of 8km, and the thinnest area is located at the Beijing sag with a thickness of 2km. The thickness of the sediment cover is 4km and 5km in the Cangxian uplift and the Dacang sag, respectively. The depth of crystalline basement and the tectonic features of the geological subunits are related to the extension and rift movement since the Cenozoic, which is the dynamics of formation of the giant basins.
It is difficult to identify a buried fault system, for a tomographic regularization process includes velocity smoothing, and limited by the seismic reflection imaging method, it is more difficult to image the steep fault. Velocity and seismic phase variations usually provide important references that describe the geometry of the faults where there are velocity differences between the two sides of fault. In this paper, we analyzed the structural features of the faults with big velocity difference between the two sides of the fault system using the velocity difference revealed by tomography and the lateral seismic variations in seismograms, and constrained the geometry of the major faults in the study region from near surface to upper crust. Both the Baodi Fault and the Xiadian Fault are very steep with clear velocity difference between their two sides. The seismic refraction phases and the tomographic model indicate that they both cut the crystalline basement and extend to 12km deep. The Baodi Fault is the boundary between the Dachang sag and the Wuqing sag. The Xiadian Fault is a listric fault and a boundary between the Tongxian uplift and the Dachang sag. The tomographic model and the earthquake locations show that the near-vertical Shunyi-Liangxiang Fault, with a certain amount of velocity difference between its two sides, cuts the crystalline basement, and the seismicity on the fault is frequent since Cenozoic. The Shunyi-Liangxiang Fault can be identified deep to 20km according to the seismicity hypocenters.
The dense acquisition seismic refraction is a good approach to construct velocity model of the upper crust and helpful to identify the buried faults where there are velocity differences between their two sides. Our results show that the seismic refraction survey is a useful implement which provides comprehensive references for imaging the fault geometry in urban active fault survey.     

Pleistocene sediments,soils and landscape evolution at Stebbing,Essex

Pleistocene sediments and soils exposed at Stebbing in central Essex, England are described, analysed and interpreted. The sand and gravel units above Eocene London Clay and Upper Pliocene Red Crag are shown to be a high level member of the Kesgrave Formation, with a surface immediately beneath that of the Westland Green Gravels, which are tentatively assigned to the Pre-Pastonian ‘a’ Stage of the British Quaternary succession. The rubified, argillic soil developed in the surface of these fluvial deposits is a composite of the Valley Farm and Barham Soils and displays micromorphological evidence of several phases of clay illuviation, gleying and clay coating disruption. Originally truncated and buried beneath Anglian gelifluction deposits, cover sand and till, the soil has been exhumed in most places by subsequent erosion. The full succession, however, is preserved within large gulls that formed by periglacial cambering prior to this erosion. More recent loess incorporation and pedogenesis have modified the exhumed soil and the materials within the gulls.     

浅层地热能在合肥地区的应用

根据合肥地区的水文与工程地质条件,研究浅层地热能在合肥地区应用的适宜方式,并结合工程实例,对浅层地热能应用的地源热泵空调系统中的地埋管换热器设计、自动控制与监测、运行控制等关键技术进行了探讨,旨在合肥地区推广应用浅层地热能,实现浅层地热能与地源热泵系统、建筑空调系统相匹配。     

粤北梅子窝钨矿区隐伏花岗闪长岩锆石SHRIMP U-Pb年龄与~(40)Ar/~(39)Ar成矿年龄及其地质意义

梅子窝钨矿位于粤北瑶岭—梅子窝钨矿带的东部,成矿作用同期形成白云母的40Ar/39Ar年龄为(155.9±0.6)Ma,与华南中生代燕山期大规模W,Sn成矿作用的年龄一致,代表梅子窝钨矿的成矿年龄。矿床下部600m中段附近出现的隐伏黑云母花岗闪长岩体的锆石SHRIMPU-Pb年龄为(430.4±3.6)Ma,为加里东期,与成矿作用无关。因此,矿区不存在前人提出的两套叠加的"五层楼"成矿模式。成矿年龄与隐伏花岗闪长岩的年龄显示梅子窝钨矿的形成可能与更深部的隐伏燕山期花岗岩有关,矿床向深部可能延伸更大。     

黔西地区煤层埋深与地应力对其渗透性控制机制

基于黔西六盘水煤田和织纳煤田16口井36层次的试井资料, 采用地质统计分析等方法, 探讨了黔西地区煤储层渗透性的展布规律与地应力特征, 论证了煤层埋深与地应力对其渗透性的控制机制.研究表明, 研究区煤储层以特低渗-低渗透率储层(＜0.1×10-9m2)为主, 中渗透率储层(0.1×10-9~1.0×10-9m2)也占有相当大比例; 应力场类型在浅部表现为大地动力场型, 一定深度可能转化为准静水压力状态.煤储层渗透率及其埋深的负幂指数关系较为离散, 但在不同深度渗透率转折点与地应力场类型转变一致; 单井煤储层试井渗透率差异较大, 随地应力增大和埋深增加而降低, 平面展布受地应力强度控制由SW-NE具"低-高-低"发育规律.埋深对渗透率的控制实质是地应力的控制, 区域构造位置及其所处高应力场作用下的煤体形变与破碎致使孔裂隙压缩或闭合是该区渗透性差异的主要控制机制.      

土地利用对溶丘洼地土壤容重、水分和有机质空间异质性的影响——以南洞流域驻马哨洼地为例

为了探究溶丘洼地土壤空间异质性及其影响因素,本文以驻马哨溶丘洼地为研究对象,利用经典统计学和地统计学的方法,从不同土地利用、坡度、坡向、土壤深度分析土壤容重、水分及有机质的空间异质性。结果表明:（1）土壤有机质为强变异,变异系数为0.71,容重和水分变异系数分别为0.15、0.11,属中等变异,土壤容重和水分呈极显著负相关,和有机质呈显著负相关,相关系数分别为-0.609、-0.581;（2）块基比介于0.78~0.97,随机部分引起的空间变异程度较大,空间自相关较小,且模型拟合较好。（3）耕地土壤有机质、水分含量最低,容重最大,而灌木土壤反之;（4）北坡土壤容重高于南坡,变异系数小于南坡;而土壤水分、有机质低于南坡,变异系数高于南坡。从不同坡位、坡向的比较中,皆体现了土地利用对土壤空间异质性的影响。在土地利用作为主要因素的影响下,驻马哨洼地土壤水分、容重、有机质由随机部分引起的空间变异增加,空间自相关减小。      

辽河茨榆坨潜山太古界裂缝型储层特征及其控制因素

运用岩心观察、薄片鉴定、物性实测、裂缝统计、包裹体分析、裂缝分形等技术方法,研究了茨榆坨潜山太古界裂缝型储层特征及其控制因素。结果表明:茨榆坨潜山太古界4类变质岩中,黑云母二长片麻岩是最主要的储集岩,裂缝最为发育;黑云母钾长片麻岩次之,裂缝较发育;蚀变煌斑岩、黑云母角闪变粒岩均为非储集岩。茨榆坨潜山储集空间主要是裂缝和微裂隙,太古界储层主要发育北东向和北西向两组裂缝,以高角度张性裂缝为主,形成于中生代中、晚期;部分张剪性裂缝形成时间不晚于古近纪晚期。潜山储层的裂缝以细、微缝最发育,其宽度和面孔率之间存在着正相关性。控制研究区太古界储层裂缝发育的因素有岩性、断层、深度、古风化作用、溶解作用、岩浆侵入、裂缝组合等。     

地面超载引起邻近埋地管道的位移分析

地基土承受超载作用时就会产生沉降,在土体沉降作用下埋置于其中的管道,管壁就会产生变形甚至破裂。为分析地面超载对临近地下管线的影响,基于温克勒（Winkler）弹性地基短梁理论,应用Boussinesq解,考虑地面超载引起下卧层的沉降及地基土体的侧向移动对管道的影响,建立地面超载对埋地管道影响的分析计算模型,并采用有限差分法进行求解;通过算例分析了超载大小、位置,管道刚度、埋深、管径以及土体性质对埋地管道位移的影响;结果表明：超载大小、管道的刚度、埋深、管径对地下管道位移的影响较大,而当地基基床系数和超载离管道的距离增大到一定值时,地面超载对其影响将减弱。因此,需要考虑邻近超载对管道的影响,合理制定埋地管道的保护措施。     

断层破裂方式对银川盆地强地面运动的影响

银川盆地是受断层控制的断陷性盆地,边缘和内部发育了多条断裂带,特别是其内部晚更新世-全新世活动的银川隐伏断层可能对银川市的建设规划和抗震设防影响较大.为了研究银川隐伏断层活动对银川盆地强地面运动特征的影响,本文以银川隐伏活动断层作为目标断层,模拟了断层发生Mw6.5特征地震时,在单侧破裂和双侧破裂两种方式下,银川盆地的强地面运动分布特征.分析结果表明在两种破裂方式下,盆地内强地面运动表现出不同形态的地震条带状分布特征和上盘效应;同时受到银川盆地边缘断裂"西陡东缓"构造特征的影响,地表强地震动分布和断层附近观测点的时程也呈现出独特的盆地边界反射作用.在单侧破裂和双侧破裂两种模式下,近场强地面运动集中区总体上呈现北强南弱的现象,银川市及附近的芦花台等地区是强地面运动分布的主要区域.