近30年北京市ISP-LST空间特征及其变化

本文聚焦长时序地表的不透水与温度特征,利用Landsat影像数据,获取1991—2015年北京市的不透水地表盖度（Impervious Surface Percentage, ISP）与地表温度（Land Surface Temperature, LST）数据,构建不透水地表盖度-地表温度（ISP-LST）二维空间。结合标准差椭圆法,对ISP-LST空间密度分布的聚集特性进行分析,定量化表述各时期的特征与变化。研究发现：① ISP-LST二维空间特征表现为三种类型：弱相关、非完全正相关和显著正相关。② ISP-LST标准差椭圆的方向性和离散性均值为11.26和2.87,空间聚集性良好。随时间推移,高温现象受不透水地表的影响过程趋于复杂化。③ ISP-LST聚集区是城市热环境的重要表征,其在各功能区年际增长率为：功能扩展区（2.97%）>核心功能区（1.75%）>发展新区（1.63%）>生态涵养区（0.18%）。聚集区在东南方向增长明显,研究时段内累计增长14.77%。④ ISP-LST聚集区的斑块密度及形状复杂度的景观格局变化不大,但斑块连接性随时间推移有所降低。本文研究结果可为缓解城市热岛效应、制定生态环境调控政策提供相应参考。     

定向钻井技术在垂直井中的轨迹控制分析

在重庆市区及周边乡镇开展的多口地热井钻井施工中,由于大多数取水点地层倾角过大、岩性变化频繁等原因,常规钻井方法无法保障井眼井斜角达标,从而影响获取地热水资源的成功率。采用定向钻井工具进行纠斜钻 进时,钻具工具面角与井眼方位角变化值的选择对井眼轨迹的影响尤为重要,同时当钻具工具面角确定以后,新井眼的形成还受地层岩性、钻头选型及钻井参数等各方面的影响。为了井眼轨迹更为平滑,避免形成“狗腿”井段,本文通过对某地热井中定向钻井施工案例进行分析,从实际案例中总结经验,对定向钻井井眼轨迹的可控条件进行了优化。     

美国ASTM规范下标贯成果在尼罗河地质勘察中的应用

标准贯入试验是现场测定土体工程性质的重要原位试验,是现场快速判定土体密实度的重要依据,具有及时、可靠、经济等特点,在地质勘察中被广泛的应用。本文通过介绍标准贯入试验的基本原理和设备,比较了英国规范、美国ASTM规范和我国岩土工程勘察规范之间标准贯入试验的差异,介绍了标准贯入试验所适用的经验公式,结合在美国ASTM规范指导下具体的工程实践结果,应用标准贯入试验的结果分析了苏丹国尼罗河Dagash流域内的土体工程性质,对比钻探所得土样和袖珍贯入测力计试验结果,验证了标贯结果的正确性。     

Social interactions can affect feeding behaviour of fish in tanks

Fish from the same clutch of eggs, so of the same age and family, can differ substantially in size after some time in a tank as result of social interactions. On the basis of computer simulation studies I here demonstrate that it is possible to mimic this empirical observation using the rules of the standard Dynamic Energy Budget (DEB) model, supplemented with a simple stochastic module for interaction between individuals that have identical parameters. The remarkable result is that length-at-age of two individuals in a tank where the number of food particles is kept constant closely follows von Bertalanffy growth curves with very different parameters, while in reality the individuals have identical parameters. The empirical observation demonstrates that fish are close to the supply end of the supply–demand spectrum and that age-based models for growth don't apply to supply systems. The significance of the result is discussed.     

International standard (ISO) on seismic actions for designing geotechnical works–An overview

The seismic performance of geotechnical works is significantly affected by ground displacement. In particular, soil–structure interaction and effects of liquefaction play major roles and pose difficult problems for engineers. An International Standard, ISO23469, is being developed for addressing these issues in a systematic manner within a consistent framework. The objective of this paper is to give an overview of this International Standard.In this International Standard, the seismic actions are determined through two stages. The first stage determines basic seismic action variables, including the earthquake ground motion at the site, the potential for earthquake-associated phenomena such as liquefaction and induced lateral ground displacement. These basic variables are used, in the second stage, for specifying the seismic actions for designing geotechnical works. In the second stage, the soil–structure interaction plays a major role. Types of analyses are classified based on a combination of static/dynamic analyses and the procedure for soil–structure interaction classified as follows:

– simplified: soil–structure interaction of a global system is modeled as an action on a substructure;

– detailed: soil–structure interaction of a global system is modeled as a coupled system.

新型科学钻探技术体系的产生及其意义

在中国大陆科学钻探工程“科钻一井”的钻井施工中，形成了独具中国特色的新型科学钻探技术体系。详细论述了该新型科学钻探技术体系的具体内容及其在“科钻一井”施工中取得的主要技术指标；简要介绍了目前国内正在或即将实施的科学钻探工程项目情况；结合即将出台的《国务院关于加强地质工作的决定》和2005年已启动的危机矿山接替资源的找矿勘查工作计划，展示了探矿工程广阔的前景。     

一种基于相对标准差的SAR图像Speckle滤波方法

通过分析ＳＡＲ影像的Ｓｐｅｃｋｌｅ局部统计特性和现有的空间波波算法,提出了一种新的Ｓｐｅｃｋｌｅ滤波该方法以局部部相对标准差为主要依据,采用特殊的滤波窗口邻域划分方法,自适应地调整窗口尺寸和窗口内的滤波区域。该方法被用于多幅ＥＲＳ－１／２ＳＡＲ图像去Ｓｐｅｃｋｌｅ处理,并与以入的典型算法进行了比较实验,取得了令人满意的结果。     

松花江、嫩江洪水等级划分标准及规律分析

松花江（哈尔滨江段）、嫩洒（江桥站）洪水可划分成５个等级。第Ⅰ级为无洪水,又可分为２个副级,即１ａ级为中水,１ｂ级为枯水;第２组为警戒洪水;第３级为一般洪水;第４级为大洪水;第５级为特大洪水。各级划分是采用流体力学能量方程,位能与动力之各用Ｅ指数表示,再将Ｅ值按Ｐ－Ⅲ型分布将其密度函数转换成Ｚ指数,按Ｚ值正态分布特点划分洪水等级。松花江在９８年中共发生过１９次洪水,嫩江在４７年中共发生过１０次洪水     

Evidence of nonlinear site response in HVSR from SMART1 (Taiwan) data

Deamplification of strong motion and the increase of the effective period of soil deposits are typical nonlinear effects; we seek them in SMART1-array data by applying the horizontal-to-vertical spectral ratio (HVSR) technique. The recordings, from four soil and one rock stations, represent 23 earthquakes (M_L 4.9–7.0); PGA varies between 20–260 cm/s². For each station, mean HVSR curves are calculated for two PGA ranges: <75 cm/s² and >100 cm/s² (weak and strong motion). At the soil stations, the “weak” (linear) and “strong” (nonlinear) responses are significantly different. Below 1–1.8 Hz, the nonlinear response exceeds the linear one. Above 2 Hz, the nonlinear response drops below the linear one and above 4–6 Hz below unity (deamplification). From 10 to 16 Hz, the two responses converge. One soil site shows significant negative correlation between resonance frequency and ground acceleration. Such behaviour agrees with other empirical studies and theoretical predictions. Our results imply that the HVSR technique is sensitive to ground-motion intensity and can be used to detect and study nonlinear site response.     

Off‐great‐circle propagation of intermediate‐period surface waves observed on a dense array in the French Alps

Array analysis is performed on surface waves recorded in the French Alps using a small‐aperture (25 km) temporary array of six broad‐band stations. The analysis shows that both Rayleigh and Love waves deviate relative to the great‐circle path. The deviations are particularly strong, up to 30°, between 20 and 40 s period. To interpret these observations, we first study the effect of large‐scale structures using ray tracing in a smooth, laterally heterogeneous model of the Earth. Second, we evaluate the local effect by considering a model for the French Alps including strong lateral heterogeneities around the array that were not taken into account in the ray tracing. By combining these two possible causes of the observed deviations, we propose an explanation for the general trend in the observed deviations. Finally, we show that by taking into account azimuthal deviations, phase velocities measured at a regional scale can be significantly improved.