长白矿区复杂地层多金属矿深孔施工技术          下载免费PDF全文

张元清  宋健 《探矿工程》2010,37(12):13-16

长白多金属矿区地层复杂,深孔钻探难度极大,采用先进的钻孔结构以及采用绳索取心钻进,利用同径绳索取心钻杆做技术套管,同时选用PAB高性能无固相冲洗液和选择高端广谱钻头的钻探技术,成功完成了一个孔深1505.88 m的钻孔,创造了吉林省地矿局钻探深孔记录。着重介绍了该孔钻探施工技术措施。  相似文献   

龙永煤田绳索取心钻进工艺技术研究     

陈金照 《中国煤炭地质》2010,(9):76-79

龙永煤田地质构造复杂,岩性倾角变化大,断层破碎带多,在应用金刚石绳索取心工艺钻进时,常常存在着掉块、坍塌和漏失现象,造成孔内事故多,钻进效率低等问题。通过反复的实践研究,总结出根据不同的地层特性,选择适宜的钻孔口径、钻具级配和钻头型号,配制不同的冲洗液;针对地层的漏失特点和漏失量的大小,采用不同的堵漏材料的技术措施,从而初步解决了在该区钻进时遇到的技术难点,减少了孔内事故的发生,将钻月效率由430m提高到603m,取得了良好的经济效益。  相似文献   

Regional Variation in Mobility Levels and Timing in the United States     

Kavita Pandit 《The Professional geographer》2000,52(3):483-493

The age patterns of U.S. internal migration, while examined extensively at the national level, have not been fully explored at the regional scale. This study examines, using 1985 ‐ 1990 census data, the state‐level variations in two aspects of lifecycle mobility: the mobility level, or the average number of moves made over the lifecycle, and the mobility timing, or the age at which half the lifetime moves are completed. It further delineates typologies of states based upon their age structure of mobility. The study found that regional patterns in the mobility level showed some evidence of the Snowbelt‐Sunbelt patterns that characterized economic restructuring in the 1980s. Geographic patterns of mobility timing were less clear; however states in the West and the South showed somewhat more young distributions than the other regions. Further, there was a statistically significant relationship between mobility levels and timing: states with higher mobility levels also exhibited older mobility profiles, as a consequence of disproportionately high elderly mobility rates. The study highlights the regional differences in mobility behavior, and the interplay between the “how much” and the “when” of mobility.  相似文献   

废弃海洋桩基平台拆除工程的进度管理方法研究   总被引：6，自引：0，他引：6  

阎宏生  余建星  王晓波  郭海涛 《海洋技术学报》2006,25(1):97-100

废弃海洋桩基平台拆除是一项危险、复杂的系统工程,需要多方面的协调配合,加之海上施工条件恶劣,因此造成施工进度难以把握。文中对拆除工程的内容进行了系统的研究,提出了工程进度计划的编制方法。并在此基础上,采用模糊综合评价的方法,综合考虑多个因素的影响,编制、协调、实施、检测和调整施工进度计划,实现对施工的进度的科学管理。  相似文献   

裂隙,岩溶含水层疏排水钻孔的爆炸洗孔试验研究     

严家平  颜事龙 《水文地质工程地质》1999,26(5):53-54

在裂隙,岩溶裂隙含水层水文地质条件研究基础上,根据炸药在水中原理,介绍了控制炸药爆炸能量和孔内爆炸方法,达到对岩体的爆炸致裂以及对原储导水裂隙的冲刷作用,提高了地下工程中钻孔或水源井的疏排效率,同时又保护站孔孔壁不被破坏。  相似文献   

舟山LNG取水泵站泥沙减淤清淤试验研究     

郭雅琼  邹国良  马进荣 《海洋工程》2024,(2):181-191

LNG接收站取水流道内水流形态复杂,泥沙淤积问题往往难以避免,特别是在含沙量较高水域,流道内泥沙淤积可能威胁接收站的正常运营。为实现LNG取水泵站不停机条件下清淤,开展取水泵站射流冲刷物理模型试验,模拟了射流冲沙装置开启后吸水间射流水流特征及冲刷效果,探究了射流冲刷设置的喷嘴与翼墙夹角、射流流量、冲刷时间等因素影响下流道内减淤清淤效果。试验结果表明,在理想状态下吸水间射流冲沙装置连续作用12 h基本可达到较为理想的清淤效果;一次大风浪过后,装置连续作用0.5 h基本可达到较为理想的清淤效果。清淤效果视射流流量、喷嘴与翼墙夹角以及冲刷时间不同而有差别。结合取水泵站泥沙淤积物理模型试验研究成果,取水泵站淤积区主要发生在前池、过滤池末端、吸水间和消防泵附近,建议在这些区域安装射流冲沙装置,实现不停机状态下的减淤清淤,提高取水安全保证率,从而提高运营效益。  相似文献   

Transport and retention of a conservative tracer in an isolated creek–marsh system     

J.O. Blanton  A.J. Garrett  J.S. Bollinger  D.W. Hayes  L.D. Koffman  J. Amft  T. Moore 《Estuarine, Coastal and Shelf Science》2010

A study of tracer transport and retention in a small tidal creek and marsh system located in the southeastern US was conducted using a three-dimensional hydrodynamic model and data from a dye tracer release. The model simulated tidally driven flow, including inundation and drying out of the marshes and the dispersal of the dye tracer. Flow measurements in the tidal creek showed that the simulations appeared to generally duplicate the tidally driven flow into and out of the tidal creeks and marshes. The dye tracer experiment was conducted to test the hydrodynamic model's ability to simulate dispersal of a point release of pollutants into the creek during an incoming tide. The simulations reproduced much of the experimental measurements, but bathymetric errors and lack of resolution of the smallest arms of the tidal creeks affected the ability to faithfully reproduce the initial peak in measured dye tracer concentrations at a sampling location far from the boundary. The lack of the smallest tidal creeks led to some trapping of water and dye in the marshes. Two independent estimates of flushing time yielded values between 1.6 and 2.4 days. An uncertainty analysis indicates that model simulations are sensitive to variations in parameters such as water depth and marsh grass density. On the other hand, omission of the smallest tidal creeks in simulations may be partially offset by decreasing marsh grass density. Further improvements must rely on more accurate and detailed bathymetric data that resolves the smaller arms of the tidal creeks and includes quantitative information about the density and distribution of marsh grass.  相似文献