超深水钻井作业隔水管顶张力确定方法

对于深水和超深水钻井作业,确定钻井隔水管系统顶张力是钻前设计非常重要的工作。研究三种隔水管系统顶张力确定方法,分别是理论方法、基于隔水管系统底部残余张力方法和基于下放隔水管系统的最大钩载方法。算例计算与超深水钻井实践对比表明,在相同的隔水管系统配置下,三种方法计算结果都接近于实际钻井作业时的顶张力设定值。但研究认为,基于下放最大钩载的顶张力计算方法简单实用,推荐作为优选方法。     

西湖凹陷花港组低渗透砂岩储层孔隙结构

为明确西湖凹陷花港组低渗透砂岩储层孔隙结构与产能之间的关系,利用500余块铸体薄片资料和311块常规压汞分析测试资料对该地区孔隙结构特征进行了分析和评价。通过对微观孔隙结构特征参数与储层宏观物性参数相关性分析,优选出最大连通孔喉半径和平均连通孔喉半径作为孔隙结构分级参数,并运用数据构型方法确定出孔隙结构分级界限,建立了适合工区低渗气藏的新的分级标准。利用该标准及孔隙与喉道大小的组合特征,将花港组H3段砂岩储层的孔隙结构划分为6种类型:大-中孔粗喉型、中-小孔中喉型、中-小孔中细喉型、小孔细喉型、细-小孔微细喉型和细孔微喉型。根据孔隙结构分类结果划分了4种储层类型,产能级别分别对应高产、中产、低产和特低产,其中一类储层主要对应大-中孔粗喉型和中-小孔中喉型孔隙结构类型,孔隙度和渗透率均较高,对应产能为高产,是该地区最有利的储层。     

A Lagrangian mean theory on coastal sea circulation with inter-tidal transports Ⅱ. Numerical Experiments

The results of the new concept of coastal sea circulation are demonstrated by numerical simulations for the first time. The numerical experiments in three types of rectangular model seas illustrate the dependence of circulation on tidal phases due to the convectively nonlinear effect which is estimated by a newly defined drift dispersion in-dex. Then, the present theory is applied in the Bohai Sea of China. At the Bohai Straits and the Huanghe River mouth area the circulation direction even reverses owing to different initial tidal phases which shows that the the-ory copes with nonlinearity well. The calculated M2 tide-induced residual circulation shows that a clockwise gyre exists in the center of an anticlockwise gyre in the central Bohai Sea due to the topographic features. In the Bo-hai Gulf the tide induced circulation shows a 3D structure with outflow at the surface and the inflow at the bottom which can partly explains the spread of the Huanghe River fresh water out of the Bohai Gulf and the inflow of the sediment from the Huanghe River.     

Spatial distribution and influencing factors of interprovincial terrestrial physical geographical names in China

The interprovincial terrestrial physical geographical entities are the key areas of regional integrated management. In this paper, we analyzed the spatial patterns of the interprovincial terrestrial physical geographical names (ITPGN) from three aspects: numerical features, spatial variance and spatial agglomeration. The influencing factors of the distribution of ITPGN and the implications for the regional management were further discussed. GIS technology was used to visualize the distribution of ITPGN, analyze the spatial agglomeration and the influencing factors of ITPGN. A total of 11,325 ITPGN, including 4243 water ITPGN and 7082 terrain ITPGN, were extracted from the database of “China’s Second National Survey of Geographical Names (2014-2018)”, and the mountain geographical names were the largest type in ITPGN. Hunan Province had the largest number of the names in China, and Shanghai had the smallest number of the names. The spatial variance of the terrain ITPGN was larger than that of the water ITPGN, and the ITPGN showed a significant agglomeration phenomenon in the southern part of China. In addition, the relative elevation and the population had an impact on the distribution of the ITPGN. The largest number of the geographical names occurred in the regions where the relative elevation was between 1000-2000 meters, and where the population was between 40-50 million. Based on the analysis, it was suggested that the government should take the ITPGN as management units, optimize management strategies based on the characteristics of different types of ITPGN, strengthen the naming of unnamed interprovincial terrestrial physical geographical entities and balance the interests in the controversial ITPGN. This study demonstrated that GIS and spatial analysis techniques were useful for the research of ITPGN and the results could provide targeted management suggestions to realize coordinated development in the interprovincial regions.     

基于钻孔数据任意边域地层分界面B-Rep建模研究

对相邻钻孔数据的类型进行了分析,对不同连续性和规则性的地层分界面进行了建模.考虑地层分界面的光滑性和整体控制性,运用边界表示法(B-Rep)和B样条曲面重构地层分界面,为地层建模提供了一种新的方法.建模研究表明:在钻孔数据前处理算法的基础上,B-Rep能够建立连续型、非连续型、空洞型等任意边域的地层分界面.     

黄河拉西瓦水电站坝区天然高边坡特征及其治理

拉西瓦水电站为黄河上游最大水电枢纽工程。两岸边坡谷底至岸顶相对高差为600~700m。正常蓄水位以上边坡高度约450m。坝址两岸2400m高程以上天然高边坡变形破裂体、松动体、危岩体、危石等发育广泛且小型不稳定体随机分布。高边坡稳定性构成本电站重大工程地质问题之一。且因峡谷深切、边坡高陡,对其处理难度很大。论文首先总结了电站坝址两岸天然高边坡地质特征,对高边坡进行了稳定性分区与总体评价。在此基础上提出边坡处理原则与方案设计。最后列举了2个边坡处理典型实例,一为基于现代设计理念和新型材料的SNS柔性边坡防护系统在拉西瓦高边坡不稳定体处理中的广泛应用;另一为坝址大型变形破裂体———Ⅱ#变形体的综合治理。根据高边坡不稳定体各自不同地质特征,采用科学且针对性强的流通量措施能够达到稳定要求的。     

在海洋环境中的酵母菌分布与多样性

最近几年作者对不同海洋环境中的酵母资源、分布和多样性进行的大量研究,从中发现了22属63种1051株。并且发现这些广泛分布在海水、海泥、高盐海水、深海、各种大型海藻表面、各种海鱼体表和体内和红树林生态系统中。不同种的酵母可以产生蛋白酶、脂酶、植酸酶、菊糖酶、纤维素酶、β-1,3-葡聚酶、嗜杀因子、核黄素、铁载体等活性产物,所以这些酵母菌具有广泛的实际用途。     

边坡岩体块体稳定性分析系统的开发与研究

提出了复杂形态块体几何建模的切割法, 在此基础上, 对石根华等人提出的块体理论作了改进和完善。并基于Windows操作平台, 开发了一套实用方便、实用的边坡岩体块体稳定性分析系统。经大量的实例 (例如三峡工程船闸高边坡 )检验结果表明, 该系统可以作为对边坡中复杂形状块体稳定性进行现场快速评价的实用工具。     

德令哈13.7m望远镜接收机抗射频干扰研究

在天文观测中,射频干扰会造成假谱,降低数据的可靠性和有效性.射频干扰消减旨在减少干扰信号对射电天文观测的影响,包含器件方面的技术革新和数据处理领域的方法研究.针对德令哈13.7 m望远镜接收机中频部分引入的射频干扰,通过优化中频器件的抗射频干扰能力,提高了接收机的整体抗射频干扰能力,以主动消除方法来减少射频干扰耦合到接收机内部.分析了接收机干扰的传输路径,提出了器件射频干扰的直接耦合系数和器件射频干扰的系统耦合系数的概念,为定位干扰敏感器件并量化干扰引入比重提供了基础.经过抗射频干扰优化后,接收机抗干扰能力改善30 dB左右,望远镜的天文观测效率提高10%以上.     

中国60城市站1901—2019年日降水数据集的构建

近年来中国区域降水的极端化问题得到学术界的广泛关注,有关研究也获得了大量成果。但是,目前国内外常用的高分辨率降水资料序列多从1951年左右开始,普遍缺少20世纪早期中国的逐日降水资料,对于近一百多年中国极端降水变化特征及其机理,目前还不清楚。基于多来源的1901—1950年原始观测报表数字化逐日降水资料,补充先前未录入的“无降水”和缺测数据,研发质量控制方案并开展质量控制,补充录入检出的缺失和错误数据并再次质控,结合1951年以来的现代降水日值资料,建立中国60个城市站1901—2019年降水日值数据集。数据集评估结果显示,早期中国东部地区的台站较为密集,数据完整性和正确性较好,但中国西部的台站数量少且完整性和正确性偏低。本数据集构建的年总降水量累积值序列与已有的月降水量数据基本一致。基于该数据集,研究发现重庆站近百年来的降水未出现显著的趋势性变化。该数据集使后续分析研究中国极端降水的百年尺度长期变化特征成为可能。