Velocity structure building and ground motion simulation of the 2014 Ludian <Emphasis Type="Italic">M</Emphasis>s 6.5 Earthquake

This study constructs a 3D velocity structure model of the Ludian region in the Yunnan province, southwestern China, and simulates ground motion propagation of the 2014 Ludian Ms 6.5 earthquake. It aims to construct the local velocity structure of the Ludian region in three dimensions and with high precision. The simulation, using the spectral element method, is validated by field data from the Ludian earthquake records. Thus, it demonstrates that the adopted key parameters, such as the seismic source mechanism, propagation medium and geographical features of the engineering site, are appropriated for the simulation. Meanwhile, the simulation generates the ground motion distribution of the study region with an earthquakeinduced landslide in Ludian earthquake.     

赤峰中心地震台地面与井下地震观测系统监测能力对比分析

为分析总结地面与井下地震观测系统的特点,以赤峰中心地震台地面与井下观测系统为研究对象,在噪声分析、噪声功率谱分析、地震监测能力和观测动态范围等方面进行分析。结果表明,2套观测系统的RMS均可达到Ⅱ级环境地噪声水平,井下观测系统噪声小于地面观测系统。对2套观测系统的功率谱密度、有效动态范围的对比均表明,井下观测系统的动态范围比地面观测系统超出约10%,因此,井下观测系统地震监测能力优于地面观测系统,井下观测系统能更有效地记录观测数据。     

Non‐linear seismic response of arch dams with contraction joint opening and joint reinforcements

A comprehensive study of non‐linear seismic response of arch dams with contraction joint opening and joint reinforcements has been conducted. A numerical model of contraction joint reinforcements is presented for optimization control of the joint opening. The objective of this control is to reduce the joint opening and expectantly to balance the sustained loads between the horizontal and the vertical components of the dam, thus avoiding an overstress in the cantilever while retaining the release of arch tensile stresses to some extent. Several parameter studies such as critical element size and required number of joints to be simulated for convergence are also performed. As an engineering application, a 292‐m high arch dam (the Xiaowan arch dam) and the Big Tujunga dam are analysed in detail. The results demonstrate that the joint opening and the corresponding load transfer from the arch to cantilever components of the dam during strong earthquakes are substantial. It is also evident that by providing sufficient strength and reinforcement flexibility, the joint opening can be controlled to some extent. However, the stress redistribution due to reinforcement control is not sufficient to avoid the overstress in the cantilever for the Xiaowan arch dam. Thus, alternative measures are discussed. Copyright © 2000 John Wiley & Sons, Ltd.     

利用生物圈模型 (SiB2) 模拟青藏高原那曲草原近地面层能量收支

模式所需要的参数被合理地设置之后, 根据GAME/ Tibet (GEWEX亚洲季风试验/青藏高原试验) 那曲近地层观测站的资料, 将大气强迫变量代入SiB2(Simple Biosphere model version2), 文章模拟了该观测站地表能量收支。结果表明:SiB2能够较好地模拟青藏高原的能量收支情况, 净辐射、潜热通量和土壤热通量的模拟值和观测值吻合, 它们的相对误差分别为8% (低估)、6% (低估) 和3 %(低估)。同时, SiB2高估感热通量达40%。文章还给出了能量各分量的详细比较分析。     

Determination of the thicknesses of oil films in micro- and nano-pores in tight oil sands: an example from the southern Songliao Basin,NE China

An experimental method of field-emission environmental scanning electron microscope (ESEM) coupled with the energy dispersive spectrum (EDS) to determine the thickness of oil films in the micro- and nano-pores of tight oil sands was proposed to overcome the limitations of current methods. First, we got the data of the detection range volumes, elemental mass percentages, and elemental atomic percentages using the EDS, and then calculated the volumes of oil films in the detection range according to the elemental mass percentages and the elemental atomic percentages of carbon. After that, we calculated the surface areas of oil films using the pore size data (lengths, widths, and depths) detected by ESEM. The thicknesses of oil films in the pores equaled the volumes divided by the surface areas. An analysis of tight oil samples from the Quan 4 Segment of in the southern Songliao Basin, NE China confirmed that the oil in the micro- and nano-pores had two main forms: oil films and oil droplets. The thicknesses of the oil films ranged from about 400 nm to 2 μm, while the thicknesses of the oil droplets ranged from about 200 to 700 nm.     

Evaluation of cloud vertical structure simulated by recent BCC_AGCM versions through comparison with CALIPSO-GOCCP data

ABSTRACT The abilities of BCC-AGCM2.1 and BCC_AGCM2.2 to simulate the annual-mean cloud vertical structure （CVS） were evaluated through comparison with GCM-Oriented CALIPSO Cloud Product （CALIPSO-GOCCP） data. BCC-AGCM2.2 has a dynamical core and physical processes that are consistent with BCC-AGCM2.1, but has a higher horizontal resolution. Results showed that both BCC-AGCM versions underestimated the global-mean total cloud cover （TCC）, middle cloud cover （MCC） and low cloud cover （LCC）, and that BCC_AGCM2.2 underestimated the global-mean high cloud cover （HCC）. The global-mean cloud cover shows a systematic decrease from BCCA-GCM2.1 to BCC_AGCM2.2, especially for HCC. Geographically, HCC is significantly overestimated in the tropics, particularly by BCC_AGCM2,1, while LCC is generally overestimated over extra-tropical lands, but significantly underestimated over most of the oceans, especially for subtropical marine stratocumulus clouds. The leading EOF modes of CVS were extracted. The BCC_AGCMs perform well in reproducing EOF1, but with a larger variance explained. The two models also capture the basic features of EOF3, except an obvious deficiency in eigen- vector peaks. EOF2 has the largest simulation biases in both position and strength of eigenvector peaks. Furthermore, we investigated the effects of CVS on relative shortwave and longwave cloud radiative forcing （RSCRF and RLCRF）. Both BCC_AGCM versions successfully reproduce the sign of regression coefficients, except for RLCRF in PC1. However, the RSCRF relative contributions from PC1 and PC2 are overestimated, while the relative contribution from PC3 is underes timated in both BCC_AGCM versions. The RLCRF relative contribution is underestimated for PC2 and overestimated for PC3.     

基于空间大数据的教育设施服务能力现状评估研究——以北京市为例

本文首先对公共设施服务能力评估的应用方向和主要方法进行了阐述,并具体介绍了两步移动搜索法。然后以北京市为研究对象,结合教育设施的特点,以实际案例证明了该方法的有效性。研究重点考虑了针对不同研究区域的合理阈值计算模型,可以更好的反映不同区域的教育设施供给变化,对未来教育规划提供依据。     

与西澳州西南部冬季降水相联系的大气环流特征分析

西澳大利亚州西南部(SWWA)是西澳大利亚州首府Perth的所在地,也是西澳州政治、经济、文化、教育和旅游的中心.自20世纪中期以来,SWWA地区雨季降水持续减少.本文利用近60年的观测及再分析数据,分析了已知的影响澳大利亚降水的热带海洋模态:厄尔尼诺—南方涛动(ENSO)、印度洋偶极子(IOD)和ENSOModoki...     

新疆伊犁盆地巩留凹陷航空高光谱油气探测

为了进一步了解伊犁盆地巩留凹陷油气勘探潜力,为该地区下一步油气勘查提供依据和新的技术支持,利用航空高光谱SASI数据,采用混合调制匹配滤波(MTMF)方法,在伊犁盆地阿吾拉勒西段山前提取了油气烃信息,主要分布在二叠系晓山萨依组,反映了油页岩层的分布和油气渗漏地段,地表油气渗漏主要受断裂控制,与油气渗漏有关的蚀变主要为粘土化,碳酸盐化次之。在巩留凹陷提取了粘土化和碳酸盐化信息,主要分布在拜石墩与阿克吐别克乡之间,通过干扰因素的排除,在拜石墩南部筛选了四片油气微渗漏区。最后,结合区域地质、物探资料综合分析,认为该地区油气成藏和排烃可能始于燕山早期,在喜山期遭到严重破坏,盆地的不对称压陷,加速了油气的垂直和侧向运移,在盆地内部形成微渗漏,在阿吾拉勒山前沿着断裂逸散至地表形成宏渗漏,巩留凹陷拜石墩南部微渗漏地区对应深部二叠系褶皱带是下一步油气勘查有利目标区。     

宝昌地震台VP型宽频带垂直摆倾斜仪干扰因素分析

选取2014年、2016年5月、2017年1-9月宝昌地震台VP型宽频带垂直摆倾斜仪观测资料,针对观测山洞湿度、雷电、人为因素等干扰,与正常时段光滑、噪声低的正弦固体潮观测曲线进行对比分析,通过对干扰因素进行分析与排除,可提高形变观测资料质量,为准确识别震兆异常提供参考。