旋冲钻井技术在内蒙古意1井的应用          下载免费PDF全文

索忠伟  尹慧博  张海平  白彬珍  陈卓 《探矿工程》2014,41(3):18-20，24

为了提高内蒙古意1井3000 m以深下部井段机械钻速,采用了射流冲击器旋冲钻井提速技术。根据地层岩性特点,通过冲击器台架性能测试,优选出了冲击器的冲击功及冲击频率,确定了旋冲钻井参数。射流冲击器配合牙轮钻头应用井段为3675～3817 m,通过合理确定水力参数及冲击器的性能参数,取得了预期的提速效果,达到了提速增效的目的。冲击器纯钻共计185 h,总进尺142 m,采用旋冲钻井技术,在相同地层及钻头条件下,旋冲钻井2趟钻进进尺较以前转盘钻进4趟钻进进尺多10 m,提高机械钻速达42％,为白音查干区块钻井提供了一项新的技术手段。  相似文献   

液动潜孔锤技术应用于干热岩钻井的可行性探讨          下载免费PDF全文

苏长寿  阴文行  冯红喜  宋利丰 《探矿工程》2017,44(3):14-16,26

分析了清洁、可再生能源干热岩的地质特征以及进行钻井施工可能会遇到的环境温度高、钻井深度大等技术难点,并依据此对液动潜孔锤钻进技术应用于该领域进行了分析。按照目前的技术水平和施工能力,提出干热岩钻井分两步走的思路,目前液动潜孔锤所能达到的指标应用于第一步（井深3000～6000 m,温度150～350 ℃）钻井实践已经基本具备,并对液动潜孔锤需要完善的关键技术提出解决的方案。  相似文献   

YZX108型液动潜孔锤的研制与试验          下载免费PDF全文

王跃伟  刘秀美  李得新  苏长寿  齐力强  杨泽英  首照兵 《探矿工程》2017,44(8):85-88

采用理论计算、三维模拟、室内调试和野外试验相结合的方法成功研制出了YZX108型液动锤,完善了YZX液动锤的口径系列。通过室内调试确定了该液动锤的工作参数及特性。生产试验证实,该液动锤具有结构简单、工作稳定、适应性广、冲击功大等诸多优点,可在常规金刚石回转钻进困难的燧石灰岩等硬岩地层应用并取得较理想的效果。  相似文献   

两种贯通潜孔锤反循环钻头应用效果及理论分析     

吴冬宇  殷琨  甘心  张鑫鑫  殷其雷 《吉林大学学报(地球科学版)》2017,47(1)

对于矿区钻孔作业存在的粉尘污染严重、岩矿心采取困难等问题,常规金刚石钻进取心难以满足现场施工要求。采用贯通式潜孔锤反循环连续取心技术替代常规金刚石取心工艺,在保证了较高钻进效率的同时,可有效解决干旱缺水矿区存在的取心及其引起的污染问题,保障施工人员的身体健康。为此,笔者所在课题组研发了两种新型潜孔锤反循环钻头并进行了野外试验,同时,运用LSDYNA数值模拟对设计的两种反循环钻头进行了强度分析。试验结果表明,两种钻头均具有较好的碎岩钻进效果,但花键内喷孔式反循环钻头易发生断裂;数值模拟分析结果显示,钻头的最大应力远高于材料疲劳极限是造成钻头破坏的根本原因,数值模拟结果与试验结果取得了较好的一致性。由此证实了花键内喷孔式反循环钻头结构存在缺陷,设计时应尽量避免在内喷孔周围设置环槽,以保证钻头体强度。  相似文献   

提高非开挖穿孔锤适应能力的研究          下载免费PDF全文

詹军  蒋荣庆  辜华良 《探矿工程》1999,(4):40-41

通过对穿孔锤工艺工作原理的分析,指出在过硬土层采用高压水射流,在软弱土层（含水量大土层）中使用粉喷技术的措施来提高穿孔锤的适应能力。  相似文献   

PDA高应变测桩技术在打桩监测中的应用     

李廷军 《上海国土资源》2005,(3):38-40,57

根据PDA对打桩过程中的桩身内拉压应力、锤击能量及初打极限承载力的监测,从而评价所选择的沉桩方法是否合理,场地地层情况与监测结果是否吻合,以及优化基桩持力层的选择,从而更好的为工程服务。  相似文献   

相似优先比法研究巴丹吉林沙漠及周边地区地下水补给   总被引：3，自引：2，他引：1  

赵霞  陈建生 《湖泊科学》2006,18(4):407-413

位于中国内蒙古西部的巴丹吉林沙漠东部存在高大固定沙丘与湖泊共存的景观,湖泊中存在上升泉,且沙丘内部潮湿．沙漠以北的拐子湖和古日乃草原也有上升泉的出现．本文采用聚类分析中的相似优先比法结合水化学因素对巴丹吉林沙漠及其周边地区不同地点的水样进行分析,由此得出祁连山上的冰川融水与沙漠湖泊及以北地区的地下水相关性良好．  相似文献   

A precipiton‐based approach to model hydro‐sedimentary hazards induced by large sediment supplies in alluvial fans          下载免费PDF全文

Thomas Croissant  Dimitri Lague  Philippe Davy  Tim Davies  Philippe Steer 《地球表面变化过程与地形》2017,42(13):2054-2067

Mountain ranges are frequently subjected to mass wasting events triggered by storms or earthquakes and supply large volumes of sediment into river networks. Besides altering river dynamics, large sediment deliveries to alluvial fans are known to cause hydro‐sedimentary hazards such as flooding and river avulsion. Here we explore how the sediment supply history affects hydro‐sedimentary river and fan hazards, and how well can it be predicted given the uncertainties on boundary conditions. We use the 2D morphodynamic model Eros with a new 2D hydrodynamic model driven by a sequence of flood, a sediment entrainment/transport/deposition model and a bank erosion law. We first evaluate the model against a natural case: the 1999 Mount Adams rock avalanche and subsequent avulsion on the Poerua river fan (West Coast, New Zealand). By adjusting for the unknown sediment supply history, Eros predicts the evolution of the alluvial riverbed during the first post‐landslide stages within 30 cm. The model is subsequently used to infer how the sediment supply volume and rate control the fan aggradation patterns and associated hazards. Our results show that the total injected volume controls the overall levels of aggradation, but supply rates have a major control on the location of preferential deposition, avulsion and increased flooding risk. Fan re‐incision following exhaustion of the landslide‐derived sediment supply leads to sediment transfer and deposition downstream and poses similar, but delayed, hydro‐sedimentary hazards. Our results demonstrate that 2D morphodynamics models are able to capture the full range of hazards occurring in alluvial fans including river avulsion aggradation and floods. However, only ensemble simulations accounting for uncertainties in boundary conditions (e.g., discharge history, initial topography, grain size) as well as model realization (e.g., non‐linearities in hydro‐sedimentary processes) can be used to produce probabilistic hazards maps relevant for decision making. Copyright © 2017 John Wiley & Sons, Ltd.  相似文献   

Schmidt hammer and terrestrial laser scanning (TLS) used to detect single-event displacements on the Pleasant Valley fault (Nevada,USA)     

Timothy Stahl  Alexander Tye 《地球表面变化过程与地形》2020,45(2):473-483

Changes in surface roughness on carbonate fault scarps often reflect varying durations of subaerial weathering. On the Pleasant Valley fault in central Nevada, the documentation of a surface rupture in 1915, a long recurrence interval of faulting, slow weathering rate, and a relatively high (2–3 m) single-event displacement make the discrimination of the historical and penultimate slip patches unambiguous. Following from a 2018 study, we used a Schmidt hammer and terrestrial laser scanning (TLS) to further test whether these weathering patterns delineate exposed slip patches on a fault scarp. Results show that Schmidt hammer rebound value ranges (termed ΔR – the difference between minimum and maximum R-values in repeat impacts at a point), increase by ~8–10 points across the historical–penultimate event transition zone in two separate scarp transects. TLS-derived surface roughness also indicates a clear difference between the most recent and penultimate events. The average single-event displacement (SED) estimated using the Schmidt hammer and TLS is 2.85 m at two transect sites and is roughly equivalent to the visually estimated 3 m. While this fault is an ideal case where we know some of the slip history, the results demonstrate that these techniques show promise for discriminating slip patches on larger carbonate fault scarps with longer paleoearthquake histories, and could be used alongside ³⁶Cl cosmogenic exposure-age dating to improve paleoseismic records on normal faults. © 2019 John Wiley & Sons, Ltd.  相似文献   

FGC-15D large-diameter DTH air hammer drilling system and its application in offshore rock-socketed pile hole drilling     

Kun YIN  Jianming PENG  Maosen WANG  Zhanjiang ZHOU 《世界地质(英文版)》2006,9(2)

In the past two decades, numerous large-diameter rock-socketed piles were constructed in China to support foundations of skyscrapers, great bridges or to retain soil in potential geological hazard areas. However, drilling large-diameter rock-socketed pile holes with conventional drilling method such as rotary drilling or cable tool drilling is time-consuming and the cost is usually very high. In order to drill large-diameter rock-socketed pile holes faster at relatively low cost, the FGC15A large-diameter DTH air hammer drilling system was developed in 1987 and was given the second-class award by Ministry of Geology and Mineral Resources in 1991. Since it was innovated the drilling system has been used in more than twenty important and tough projects on land, and wonderful results were acquired. At the same time the large-diameter DTH air hammer drilling system was improved continuously. The FGC15D is the latest version of the technique.  相似文献