新疆哈拉奇区域地质矿产调查新成果和主要进展     

刘晓煌  张新勇  刘龙龙  李保飞  张枭  宋贺民  鲁世朋  刘玖芬 《中国区域地质》2014,(1):1-8

简要概述了新疆哈拉奇地区区域地质矿产调查过程中取得的新成果和主要进展。新建晚石炭世一早二叠世碳酸盐台地深水斜坡相的哈拉奇组;在石炭系一二叠系中共识别出4个带和1个珊瑚组合;在志留系中识别出笔石组合带;在石炭纪别根他乌组中发现多套古岩溶角砾岩层,在哈拉奇组中发现深水重力流沉积;识别厘定出石炭系／泥盆系和志留系／奥陶系2个平行不整合;依据不整合面划分2个构造层,并识别出3期区域性褶皱构造;划分出6个区域磁异常,4个高磁异常,并进行了查证和解译;固定水系沉积物综合异常14处;探索性地开发针对数字化填图系统的Dliner数字化整饰平台。  相似文献   

福建新建港口铁路工程地质勘察若干问题探讨     

吴晓东 《福建地质》2014,33(4):293-299

根据福建沿海湄洲湾、江阴、可门3条支线港口铁路的工程地质条件、水文地质特征,综合分析认为在工程施工过程中局部出现不良地质现象,主要有软土、块石填土、不均匀地基、地下水的腐蚀性等.总结在施工过程中因工程地质问题导致的设计变更及处理措施.  相似文献   

第三次全国国土调查质量控制技术探讨     

王朋远 《测绘与空间地理信息》2022,(2)

如何做好第三次全国国土调查(以下简称"三调")的质量控制,保证三调数据成果质量,成为该项工作能否圆满完成的关键所在。笔者根据从事三调工作积累的经验,介绍了实施三调工作的技术路线,提出了市县级"五位一体"的三调质量控制流程,并详细阐述了三调工作全过程质量控制的检查要点和方法。从基础层面保障三调质量管理工作有序高效,确保三调成果准确可靠。  相似文献   

莱州湾东部水域出现的文昌鱼幼体的初步调查   总被引：3，自引：0，他引：3  

高天翔  张宏义  姜卫蔚  彭松丽  计英君 《海洋湖沼通报》2000,(3):20-23

本文对莱州湾东部水域出现的文昌鱼幼体进行了初步调查。该水域的文昌鱼幼体分布面较广,从５ｍ和１２ｍ等深面上均有很高的出现频率和一定的生物量。６－８月间文昌鱼幼体体长为１．３ｍｍ－７．８ｍｍ,进入８月份后,幼体态转入底栖潜沙生活。  相似文献   

自然资源统一调查背景下林业数据与草地数据衔接初探     

韦忠扬  叶科峰  李新东  吴秋靖  杨郑贝 《测绘通报》2022,(3):157-160+174

草地调查是自然资源调查工作的重要内容,其调查成果在草地资源管理中发挥着重要作用。针对长期以来土地调查草地数据与林业调查草地数据存在冲突矛盾的问题,本文对比分析了土地、草地及林业管理部门使用分类标准和调查数据的差异,并结合广西桂林阳朔县第三次国土调查,着眼于自然资源统一调查监测,依据第三次国土调查工作分类,探讨了草地数据的衔接方法,提出新时期开展草地资源调查工作的一些建议,为推进林草调查工作融合和自然资源统一调查监测提供了参考。  相似文献   

基于多源数据的山西省采煤沉陷区调查监测体系构建北大核心CSCD     

杜玉河  杨文府 《测绘通报》2022,(8):133-138

为助力健全自然资源监测体制、落实生态文明建设各项要求、提供优质高效的用地保障服务,采煤沉陷区调查监测意义重大。本文基于多源遥感数据,结合传统测量和现代遥感技术,构建了山西省采煤沉陷区调查监测体系。研究结果表明,本文基本摸清了山西省采煤沉陷区分布情况,其总面积为6500 km^(2),与山西省矿区及采空区分布高度重叠;土地利用以林地、耕地及草地为主;土地损毁以轻、中度为主。受采煤沉陷的影响,拟搬迁村庄1221个,仍有400多个村庄未搬迁。  相似文献   

L波段探空雷达维护维修技巧          下载免费PDF全文

赵育俊 《中低纬山地气象》2020,44(6):92-95

通过对武都气象观测站L波段探空雷达维护维修记录整理、归纳、分析,从中提炼出L波段探空雷达故障排查顺序和维护维修技巧,缩短维修时间,提高维修效率,供雷达机务工作者参考。  相似文献   

废弃放射源贮存池的综合地球物理勘查     

曲赞  董浩斌  范志雄 《地质科技情报》2004,23(1):107-110

采用综合地球物理勘查技术,包括高精度磁测、高密度电法和地质雷达(GPR)对某处遗留于地下的铅封放射源进行了系统探查,对所获得的各类异常数据进行了分析处理,并指出了放射源所在的具体空间位置.开挖验证结果与解释结果完全吻合,显示了地球物理勘查技术在环境调查中具有快速、准确和非破坏性的优势.  相似文献   

Seismic response control of a complex structure using multiple MR dampers： experimental investigation     

陈静  徐幼麟  瞿伟廉  吴志伦 《地震工程与工程振动(英文版)》2004,3(2):181-193

This paper presents an experimental investigation on semi-active seismic response control of a multistory building with a podium structure using multiple magnetorheological (MR) dampers manipulated by a logic control algorithm. The experiments are performed in three phases on a seismic simulator with a slender 12-story building model representing a multi-story building and a relatively stiff 3-story building model typifying a podium structure. The first phase of the investigation is to assess control performance of using three MR dampers to link the 3-story building to the 12-story building, in which seismic responses of the controlled two buildings are compared with those of the two buildings without any connection and with rigid connection. The second phase is to investigate reliability of the semi-active control system and robustness of the logic control algorithm when 2 out of 3 MR dampers fail and when the electricity supply to MR dampers is completely stopped. The last phase is to examine sensitivity of semi-active control performance of two buildings to change in ground excitation. The experimental results show that multiple MR dampers with the logic control algorithm can achieve a significant reduction in seismic responses of both buildings. The proposed semi-active control system is of high reliability and good robustness.  相似文献   

Damage to surface structures due to underground coal mine blasting: apprehension or real cause?     

P. K. Singh  M. P. Roy 《Environmental Geology》2008,53(6):1201-1211

Investigations were carried out at three underground coal mines in India to study the response of surface structures to underground blasting and the likelihood of damage to the structures. The structures in the vicinity of the underground blasting area were single and multistoried residential houses. The amplitudes of vibration due to underground blasting were monitored simultaneously on the ground surface near the foundation of the structures and on various floors of the structures. The vibrations were also monitored near the important surface installations. It was observed that the magnitude of vibration in structures decreased with the increase in the height of the structures. The frequency of blast vibration from underground blasting was higher than the natural frequency of the structures. Little energy was transmitted into the structures, which caused reduction in the vibration level in the structures. The reduction in the vibration levels was up to 45% in the houses. It indicates that the dominant frequency of blast vibration plays an important role in persistence of vibration and its amplification or reduction characteristics in the structures. This paper deals with the effect of the vibrations on structures/houses standing above the blasting faces in underground workings and their potential to likely damage to the structures at different Indian geo-mining conditions.  相似文献