区域地下水动态观测网优化的组合克立金方法     

仵彦卿 《地球科学与环境学报》1995,(1)

本文推导出了普通二变量及泛二变量组合克立金方程式．同时，给出了两种方法的估计误差标准差求解方程，可用于地下水动态观测网的密度优化；该方法还可用于地下水位、水中离子浓度的最优估计．  相似文献   

灰霾天气变化特征及垂直交换系数的预报应用   总被引：6，自引：0，他引：6  

廖碧婷  吴兑  陈静  李菲  陈欢欢  刘运策  黄晓莹 《热带气象学报》2012,28(3):417-424

利用1998—2008年广东省广州、东莞和增城的常规气象资料及2004年6月10日—2008年12月30日Micaps 3.0的K指数、沙氏指数和L指数资料,重点分析了这三个地方10—12月的灰霾天气变化特征。研究结果表明,增城的能见度比例主要集中在大于10 km的范围内,空气质量最好,东莞的空气质量最差。广州和东莞10—12月的能见度等级百分比分布形态类似,轻微灰霾天气所占频率较大,其中10月占的比例最高。并提出垂直交换系数试图对污染物的垂直输送能力进行评估,进而尝试对灰霾天气进行预报。结果表明当垂直交换系数小于15 000时,城市容易出现灰霾天气,反之则说明该地的空气质量较为良好。  相似文献   

Adaptive Optics Image Restoration Based on Frame Selection and Multi-frame Blind Deconvolution     

TIAN Yu  RAO Chang-hui  WEI Kai 《Chinese Astronomy and Astrophysics》2009

Restricted by the observational condition and the hardware, adaptive optics can only make a partial correction of the optical images blurred by atmospheric turbulence. A postprocessing method based on frame selection and multi-frame blind deconvolution is proposed for the restoration of high-resolution adaptive optics images. By frame selection we mean we first make a selection of the degraded (blurred) images for participation in the iterative blind deconvolution calculation, with no need of any a priori knowledge, and with only a positivity constraint. This method has been applied to the restoration of some stellar images observed by the 61-element adaptive optics system installed on the Yunnan Observatory 1.2m telescope. The experimental results indicate that this method can effectively compensate for the residual errors of the adaptive optics system on the image, and the restored image can reach the diffraction-limited quality.  相似文献   

Analysis of small-scale heterogeneity in clastic rocks by using computerized X-ray tomography (CT)     

Janos Geiger  Zoltan Hunyadfalvi  Peter Bogner   《Engineering Geology》2009,103(3-4):112-118

The aim of this study is to recognize the basic clastic rock types on the basis of Hounsfield Units (HUs) by using statistical methods (hypothesis tests, distribution fitting, and confidence intervals). How does this recognition depend on depositional history of samples tested? Does the numerical pattern of HUs obtained from small-scale analyzing of some particular sedimentary structures coincide to the textural expectations of those sedimentary structures? Are the HU values provided by the CT measurements capable of evidencing micro-cycles belonging to a particular depositional history?For testing the numerical recognition, we analyze macroscopically homogeneous argillaceous marl, siltstone and fine sandstone samples with similar depositional background, age, and degree of diagenesis. The preliminary research shows that the Hounsfield Units can identify different sedimentary rocks considerably well. There are significant differences among the confidence intervals belonging to the different rock types. However, there also have been some slight overlaps among them.For analyzing the effects of the depositional processes in case of a particular rock type, samples from channel sandstone, distributary mouth-bar, massive (structureless) sandstone from a delta-fed turbidity fan, and channel sandstone with traction carpet origin from a delta-fed turbidity fan (all coming from Pannonian basin filling series) are used. The results prove again the significant differences in the terms of both confidence intervals and distribution-types; however, some overlapping also occurs.  相似文献   

The use of X-ray tomography in the study of water repellents and consolidants     

V. Cnudde  P. Dubruel  K. De Winne  I. De Witte  B. Masschaele  P. Jacobs  E. Schacht 《Engineering Geology》2009,103(3-4):84-92

To reduce the weathering rate of natural building stones, a wide variety of water repellents and consolidants are commercially available. Although a lot of research is performed on these products, it remains difficult to determine which product is appropriate to use for a certain type of building stone. Each type of building stone has its own petrographic characteristics (mineralogy, texture, …), leading to typical physical and technical properties which influence its rate of decay. The localisation of the products inside a stone type is not only depending on the properties of the products themselves, but also linked to the texture and structure of the stone. The impregnation depth of the products strongly influences their efficiency and is therefore a key issue in the determination if a product is functional for a certain type of stone. X-ray micro-CT has recently been introduced as a non-destructive material evaluation technique for engineering and geology purposes. The fact that micro-CT can provide information about the internal structure and properties of natural building stones, is a major advantage in the study of their conservation. Firmly linked with more classical research techniques, this non-destructive technique offers an extra dimension to the cultural heritage research.In this paper, non-destructive X-ray computed micro-tomography (micro-CT) turns out to be a powerful tool as it can visualise the presence of water repellents and consolidants inside the stone and can help to detect the influence that these treatments exert on porosity and pore-size distribution. For the visualization of the product its atomic number and density and the amount of product inside the natural building stone is crucial. Besides the contrast in attenuation, the resolution of the micro-CT also needs to be taken into account to obtain a good contrast between stone and product. By doping with 3-bromopropyltrimethoxysilane, more contrast occurs between the stone material and the conservation product. When the amount of product inside the samples is very low and the product is homogeneously spread inside the sample, the doped product is difficult to distinguish from the stone material due to the resolution of the micro-CT. When the amount of doped product inside the stone material reaches a certain threshold value, the dope will appear in the 2D cross-sections derived from micro-CT, creating a good visualization of the products inside the stone samples.  相似文献   

长江三峡工程库区生态环境遥感动态监测   总被引：5，自引：1，他引：5  

周乐群  孙长安  高改萍  胡甲均  胡宗云  杨岚 《国土资源遥感》2005,16(1):49-52

长江三峡工程库区人类活动频繁,生态系统脆弱,三峡工程对库区生态环境的影响一直是人们关注的焦点。运用遥感、地理 信息系统、全球卫星定位系统、计算机网络技术,采用DEM 、影像正射校正、多源影像数据融合、多层次信息提取等技术方法,对整 个库区20世纪80年代中期、90年代末期生态环境、草地资源进行了全面的动态监测,并在此基础上利用ArcGIS软件开发完成了“长江 三峡工程库区生态环境遥感动态监测GIS系统”。  相似文献   

基于CT试验的岩石细观孔隙模型重构与并行模拟   总被引：1，自引：0，他引：1  

郎颖娴  梁正召  段东  曹志林 《岩土力学》2019,40(3):1204-1212

  相似文献   

不同充填介质下的溶洞跨孔电阻率CT探查数值模拟     

胡富彭  欧元超  付茂如 《中国岩溶》2019,38(5):766-773

城市地铁修建过程中常常会遇到溶洞等不良地质条件,为更加准确探查地下溶洞的位置和大小,采用有限元法和最小二乘法正反演数值模拟手段,利用孔距、电极距和与钻孔距离三个变量构建了地下溶洞的地电模型,分析并总结了跨孔电阻率CT法对充气、充水和部分充水溶洞的电阻率响应特征及规律。结果表明:部分充水溶洞的水、气分界面明显,低阻区域和高阻区域与溶洞充水、充气部分位置大小一致,且随着溶洞充水量的增加,溶洞低电阻率响应增强,其异常范围向溶洞顶部扩大;跨孔电阻率CT法能够有效识别溶洞充填性状。   相似文献   

缝洞型碳酸盐岩气藏多类型储集层孔隙结构特征及储渗能力——以四川盆地高石梯-磨溪地区灯四段为例     

王璐  杨胜来  彭先  刘义成  徐伟  邓惠 《吉林大学学报(地球科学版)》2019,49(4):947-958

为全面表征缝洞型碳酸盐岩气藏多类型储集层的孔隙结构特征及储渗能力,借助多种测试技术对四川盆地高石梯-磨溪地区灯四段储集层样品进行分析与研究。首先利用铸体薄片和扫描电镜技术定性刻画了储集层的岩性、物性、储集空间和喉道特征,然后根据高压压汞得到的毛管压力曲线对储集层进行分类,最后基于多尺度CT扫描定量表征了3类样品的二维、三维孔隙结构特征。结果表明：研究区储集空间既有受组构控制的粒间溶孔、粒内溶孔和晶间溶孔等,又有不受组构控制的溶洞、溶缝和构造缝;喉道以缩颈、片状和管束状为主;根据毛管压力曲线特征,储集层可划分为缝洞型、孔洞型和孔隙型;缝洞型大孔隙与溶洞发育,分布均匀且连通性好,喉道粗大且数量较多,微裂缝与溶洞串接呈串珠状分布,沟通了孤立的储集空间,具有最好的储渗能力;孔洞型多尺度孔隙与溶洞发育,储集能力强,喉道粗大但数量较少,连通性较差,各储集空间无法有效沟通,渗流能力受限;孔隙型细小孔隙发育且分布不均,大部分区域被岩石骨架占据,喉道数量少且连通性极差,储渗能力弱。  相似文献   

深海管道钢的腐蚀疲劳裂纹扩展特性试验研究     

谭玉娜  余建星  余杨  王昭宇  王华昆  李修波 《中国海洋大学学报(自然科学版)》2021,(6):109-115,124

采用侧壁开槽型CT试样,分别在空气和3.5%NaCl溶液中进行腐蚀疲劳裂纹扩展试验,研究海底管道用钢X65在海水腐蚀环境下的腐蚀疲劳裂纹扩展特性。为保证试样既能满足腐蚀疲劳试验机的夹具要求,又可控制裂纹沿直线方向扩展,采用侧壁开槽技术对CT试样进行改进;利用有限元软件ABAQUS,建立三维模型,验证了对于侧壁开槽型CT试样,可以采用ASTM标准推荐的应力强度因子表达式对改进后CT试样开展数值计算。利用YYF-50腐蚀疲劳试验装置开展试验,试验结果表明:和惰性环境相比,腐蚀环境不仅会加速X65钢的裂纹扩展速率,还会降低腐蚀疲劳体系下裂纹扩展的门槛值;在腐蚀体系下存在裂纹扩展的稳定阶段,可采用Paris公式对其腐蚀疲劳裂纹扩展速率进行预测。  相似文献