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Research into magnetic guidance technology for directional drilling in SAGD horizontal wells 被引量:10
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作者 Gao Deli Diao Binbin +1 位作者 Wu Zhiyong Zhu Yu 《Petroleum Science》 SCIE CAS CSCD 2013年第4期500-506,共7页
SAGD horizontal wells are used to enhance oil recovery from heavy oil reservoirs.This technology requires precise separation between the production well and the injection well to ensure the efficient drainage of the r... SAGD horizontal wells are used to enhance oil recovery from heavy oil reservoirs.This technology requires precise separation between the production well and the injection well to ensure the efficient drainage of the reservoir.By studying the attitude of the downhole probe tube and the production well trajectory,an algorithm is proposed for eliminating ferromagnetic interference while drilling injection wells.A high accuracy filter circuit has been designed to correct the detected magnetic signals,which are ultra-weak,frequency-instable,and narrow-band.The directional drilling magnetic guidance system(DD-MGS) has been developed by integrating these advanced techniques.It contains a sub-system for the ranging calculation software,a magnetic source,a downhole probe tube and a sub-system for collecting & processing the detected signals.The DD-MGS has succeeded in oilfield applications.It can guide the directional drilling trajectory not only in the horizontal section but also in the build section of horizontal injection wells.This new technology has broad potential applications. 展开更多
关键词 Heavy oil SAGD horizontal wells directional drilling magnetic guidance system
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Application and development of numerical simulation for under- ground horizontal directional drilling 被引量:5
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《Journal of Coal Science & Engineering(China)》 2012年第1期101-107,共7页
In coalmines of China, horizontal directional drilling (HDD) is an increasingly popular method for underground in-seam gas drainage. Numerical simulation, especially finite element analysis, is often used as an effe... In coalmines of China, horizontal directional drilling (HDD) is an increasingly popular method for underground in-seam gas drainage. Numerical simulation, especially finite element analysis, is often used as an effective method to improve HDD operation. These improvements focus on rock-breaking efficiency, directional precision, stability of the borehole wall, and reliability of the drill equipment. On the basis of underground drilling characteristics, typical numerical simulation exam- ples in drilling techniques and equipment are summarized and analyzed. In the end, the future development trends of numerical simulation in underground in-seam drilling are proposed. 展开更多
关键词 numerical simulation horizontal directional drilling underground coalmine finite element analysis
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Research on Horizontal Vibration of Heavy-Weight Drill Pipes in Directional Drilling 被引量:3
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作者 Jiang Wei Wang Lan Engineer, Drilling Department of Bohai Oil Corp of CNOOC, Tanggu, 300452, Tianjin Engineer, Well Testing Company of Bohai Oil Corp of CNOOC, Tanggu, 300452, Tianjin 《China Ocean Engineering》 SCIE EI 1992年第4期403-414,共12页
The mode of load and deformation of directional drilling string and the expression of trigonometric series of deflection equation are established by means of elastic deformation energy and of the vertical and horizont... The mode of load and deformation of directional drilling string and the expression of trigonometric series of deflection equation are established by means of elastic deformation energy and of the vertical and horizontal bending. A calculation formula for natural frequency of horizontal resonance and rotational speed is derived based on the calculation method by Ritz, with which analysis is made for the cause and affecting factors of the excessive abrasion of heavy-weight drill pipe in high-angle holes so as to provide reference and basis for rational selection of drilling parameters and drilling tools in the future high-angle directional drilling. 展开更多
关键词 directional drilling heavy-weight drill pile drill pipe wornout horizontal vibration natural-frequency
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Stress Analysis of Buried Pipeline Installed by Horizontal Directional Drilling Using ANSYS Finite Element Software
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作者 Francis Temilola Olumoko Chinwuba Victor Ossia 《World Journal of Engineering and Technology》 2019年第3期365-378,共14页
In designing a horizontal directional drilling (HDD) pipeline project, designers face the challenge of determining the regions of maximum and minimum stresses on pipelines, ensuring the stability of the bore-hole from... In designing a horizontal directional drilling (HDD) pipeline project, designers face the challenge of determining the regions of maximum and minimum stresses on pipelines, ensuring the stability of the bore-hole from collapse and minimizing the stresses induced on the pipeline due to the bore-profile. This study analyses the stress induced on an HDD pipeline system using the ANSYS Version 18, mechanical APDL finite element (FE) software. The pipeline used as the case study was a gas transmission pipeline installed in south-west Nigeria. A macro-file for ANSYS Version 18, mechanical APDL used to model the pipeline was developed. The results showed that the maximum and minimum stresses induced on the HDD pipeline were at the top and bottom of the pipe, respectively;while the stresses on the sides were uniform (≈888 kg/cm2) all through the pipeline, irrespective of element number. The maximum stress occurred at the curvature point with the highest entry angle (10°), resulting in a maximum deflection at this point. The model stress validation performed by comparing results with theoretical solutions, both with respect to radius of curvature and internal pressure, showed percentage difference (errors) less than 10%. The cross sectional area validation showed a percentage difference of 0.059%. 展开更多
关键词 horizontal directional drilling (hdd) FINITE ELEMENT ANALYSIS (FEM) FINITE ELEMENT ANALYSIS (FEA) ANSYS Mechanical APDL
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Surface settlement induced by horizontal directional drilling 被引量:1
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作者 Asif Ahmed Md Azijul Islam +1 位作者 Md Zahangir Alam Hashmi S.Quazi 《Underground Space》 SCIE EI CSCD 2023年第1期94-108,共15页
Horizontal directional drilling(HDD)is a widely used trenchless method for underground utility connections.The associated ground settlement triggered by HDD depends on the size,types,and surface texture of pipe,diamet... Horizontal directional drilling(HDD)is a widely used trenchless method for underground utility connections.The associated ground settlement triggered by HDD depends on the size,types,and surface texture of pipe,diameter of borehole,and soil conditions.The pre-sent study investigates the surface settlement due to the construction of a 1067 mm diameter HDD,which will replace an existing sewer siphon under the SR-60 highway in Chino,California using empirical,and numerical methods.Based on the results obtained from the subsurface investigation,an empirical analysis was conducted first.followed by numerical modeling of the HDD using PLAXIS 2D soft-ware.A careful comparison between two different methods indicated closer values of surface settlement between the empirical method(7.3 mm)and the numerical modeling(4.6 mm).In addition,the shape of surface settlement and horizontal settlement curves for the empirical and numerical methods was found to be similar.The minor discrepancy between the two methods resulted as the numerical model can host several soil layers whereas the empirical equation can use only one type of soil.Finally,a parametric study was conducted to evaluate the effect of borehole cover depth,size,and soil parameters on surface settlement.It was observed that soil strength param-eters yielded a greater effect on surface movement,whereas modulus of elasticity has a relatively smaller influence with zero contribution from Poisson’s ratio. 展开更多
关键词 horizontal directional drilling(hdd) Surface settlement Cover depth Soil arching BOREHOLE
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Laboratory study of fluid properties owing to cutting intrusions during horizontal directional drilling
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作者 Pinghe Sun Dingqiang Mo +2 位作者 Samuel T.Ariaratnam Han Cao Pengfei Zhang 《Underground Space》 SCIE EI 2020年第1期20-29,共10页
During horizontal directional drilling installations,a primary function of drilling fluids is to yield drill cuttings and lubricate the product pipe.This paper presents the results of a research study of drilling flui... During horizontal directional drilling installations,a primary function of drilling fluids is to yield drill cuttings and lubricate the product pipe.This paper presents the results of a research study of drilling fluid parameters,and the filter cake properties associated with drill cutting intrusions.Different sand meshes and field cutting sizes were added to the drilling fluids.Based on the laboratory experiments of eighteen samples including testing drilling fluid rheology and filter cake properties,the influence of drill cuttings on low solid-phase drilling fluid systems were obtained.The results reveal that drilling fluid plastic viscosity values increase with sand content and particle size.The 100-mesh sand exhibits a larger plastic viscosity compared to the 200-mesh sand.This suggests that the coarser the sand,the greater is the plastic viscosity.By contrast,drilling fluids with 200-mesh sand exhibit greater shear forces than the 100-mesh sand.When the sand content is4%,the shear dilution ability of the drilling fluid begins to weaken.The thinnest filter cake is formed after 6 h with a 100-mesh cutting size and 4%sand content.However,when the cutting size changed to 150-mesh and 2%content,the largest filter cake toughness and strength after rolling for 12 h were obtained.Simultaneously,the combination of 200-mesh and 150-mesh with 2%–4%content rolling for 12–24 h indicate different results.For the filter cake thickness,cutting content is the primary influencing factor followed by particle size and gradation.The factor with the least influence is rolling time.We found that rolling time and gradation were the most significant factors affecting the toughness of the filter cake,followed by cutting content.Conversely,particle size exhibits the least influence on filter cake toughness.These results are important to better understand the solid-phase control of drilling fluids in the field. 展开更多
关键词 drilling fluid Filter cake drilling cutting Solid-phase control RHEOLOGY horizontal directional drilling
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基于颗粒流计算的砾石层HDD导向孔水平段孔壁变形研究
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作者 宋龙龙 霍宇翔 +1 位作者 张凯 李远 《地质装备》 2024年第S01期45-54,共10页
水平定向钻进技术在城市管线铺设中应用越来越广,砾石作为松散颗粒的集合体,在进行导向孔钻进时,往往由于颗粒结构扰动而易发生变形甚至塌孔,但颗粒在钻进过程中的力学行为规律仍不明晰。本文利用颗粒流程序建立三维砾石模型,并分段进... 水平定向钻进技术在城市管线铺设中应用越来越广,砾石作为松散颗粒的集合体,在进行导向孔钻进时,往往由于颗粒结构扰动而易发生变形甚至塌孔,但颗粒在钻进过程中的力学行为规律仍不明晰。本文利用颗粒流程序建立三维砾石模型,并分段进行有和无泥浆护壁导向孔水平段钻进模拟。通过在导向孔周围布设测量球,对导向孔周围颗粒变形特征进行研究。结果表明:孔壁失稳表现为上部颗粒相互嵌固形成“压力拱”,压力拱下部松散颗粒率先掉落,伴随着压力向两侧和底部传递,下部和侧向颗粒协调变形直至收敛。压力拱在后续钻孔扰动下,由于侧向约束的消除,压力拱向顶部扩展,产生更多的松散颗粒进入钻孔范围,最终导致塌孔。泥浆可以较好的约束松散颗粒的顶部掉落,维护压力拱的侧向约束。实际工程中应量化泥浆指标,选择合理的泥浆而避免塌孔事故发生。 展开更多
关键词 水平定向钻进 导向孔水平段 砾石层 颗粒流计算 压力拱 孔壁变形
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三维可视化HDD钻导向孔钻柱力学分析软件的研制与应用——以3300m长江天然气管道穿越工程为例
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作者 徐良奎 吴益泉 +3 位作者 于跃洋 周志宏 覃江 江山 《天然气工业》 EI CAS CSCD 北大核心 2014年第4期111-115,共5页
钻导向孔的成功与否是决定3 300m长江天然气管道穿越工程成败的关键,需要对钻导向孔的钻柱进行力学分析,提前判断钻柱的受力情况,并判断钻具组合是否满足施工要求。为此,综合利用传统的软钻柱模型和较新的ABIS模型,研发了HDD钻导向孔钻... 钻导向孔的成功与否是决定3 300m长江天然气管道穿越工程成败的关键,需要对钻导向孔的钻柱进行力学分析,提前判断钻柱的受力情况,并判断钻具组合是否满足施工要求。为此,综合利用传统的软钻柱模型和较新的ABIS模型,研发了HDD钻导向孔钻柱力学分析软件,可进行钻导向孔时钻柱的受力分析和三维图像显示。将该软件与国外常用的Ridgewood Software(RS)软件进行对比,从井口推力及井口扭矩来看,两者的计算结果很接近;同时还将该软件在某管道穿越工程中进行了模拟应用,将软件计算结果与实测数据进行了比较。结果表明:HDD钻导向孔钻柱力学分析软件能够很好地预测钻导向孔时钻柱的力学状态,并能用三维图像直观地显示导向孔内钻杆的变形与应力分布情况。该软件的成功研制与应用,为长江3 300m天然气管道穿越工程钻导向孔的钻具组合提供了技术支持,其国产化对管道穿越工程钻导向孔的设计和大规模的工程应用奠定了基础。 展开更多
关键词 长江 长距离 天然气管道穿越 导向孔 软钻柱模型 ABIS模型 螺旋屈曲 井口推力 井口扭矩
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关于测量大口径HDD环空泥浆固结特性新方法的研究
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作者 祝赫 解经宇 张伟 《非开挖技术》 2012年第2期67-70,共4页
水平定向钻进(HofizontNDirecfionl Drilling,简称HDD)是采用安装于地表的钻孔设备。对于大直径管道来说,工程竣工后在钻孔和管道之间要留下300mm-400mm的环状间隙。要对泥浆固结后进行应力应变的分析,前提是要知道环空泥浆的固结... 水平定向钻进(HofizontNDirecfionl Drilling,简称HDD)是采用安装于地表的钻孔设备。对于大直径管道来说,工程竣工后在钻孔和管道之间要留下300mm-400mm的环状间隙。要对泥浆固结后进行应力应变的分析,前提是要知道环空泥浆的固结时间。而传统测量环空泥浆的固结时间的方法存在着很多问题与缺陷,这也导致了时间检测上面误差较大,从而耽误了研究泥浆固结后受力分析的最佳时间。因此,弄清泥浆固结时间的变化规律非常必要,而目前国内在判定泥浆固结时间的方法上仍处于空白阶段。针对这一状况.本人设计采用两种方法进行固结时间的判定,通过湿度传感器测量环空泥浆间隙的水蒸气含量进行泥浆固结时间的判定。 展开更多
关键词 水平定向钻进 环空泥浆 固结时间 研究
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HDD在沉船打捞穿千斤作业中的工艺研究
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作者 张海丰 《非开挖技术》 2012年第2期48-53,共6页
对于沉船打捞作业,穿千斤工序是关乎其成败的重要一步,但目前我国的沉船打捞穿千斤作业主要采用潜水员水下手持攻泥器攻打大直径千斤洞作业,劳动强度大,效率低,至今已有10多名潜水员因穿千斤作业伤亡。在对比“攻泥机器人”和已应... 对于沉船打捞作业,穿千斤工序是关乎其成败的重要一步,但目前我国的沉船打捞穿千斤作业主要采用潜水员水下手持攻泥器攻打大直径千斤洞作业,劳动强度大,效率低,至今已有10多名潜水员因穿千斤作业伤亡。在对比“攻泥机器人”和已应用的HDD技术穿千斤作业的优缺点后.论文提出了HDD技术穿千斤作业的新工艺,以高效服务于沉船打捞穿千斤作业。 展开更多
关键词 沉船打捞 穿千斤 水平定向钻进(hdd)
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非开挖HDD在垃圾填埋场渗滤液导流治理中的应用研究 被引量:3
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作者 刘伟胜 孙平贺 +2 位作者 曹函 张可能 张绍和 《探矿工程(岩土钻掘工程)》 2018年第10期132-136,共5页
非开挖HDD技术具有对环境干扰小、施工效率高等优点,被广泛应用于给排水、电力、通信、油气等领域的新管道敷设和既有管线修复中。本文结合英国某垃圾填埋场的渗滤液导流治理工程,分别从技术原理、工程背景、工艺过程、应用效果和改进... 非开挖HDD技术具有对环境干扰小、施工效率高等优点,被广泛应用于给排水、电力、通信、油气等领域的新管道敷设和既有管线修复中。本文结合英国某垃圾填埋场的渗滤液导流治理工程,分别从技术原理、工程背景、工艺过程、应用效果和改进措施等方面展开了论述。工程实践表明,HDD技术可应用于垃圾填埋场渗滤液水平排放孔的施工中,并应根据现场地层条件和工艺参数对施工过程加以优化。由于填埋堆体含有大量金属废弃物,采用有线导向系统替换了无线电磁导向,可极大提高导向钻孔轨迹的定位精度。采用正向扩孔和管道敷设技术有助于降低阻力,提高敷设效果。对比运行结果显示,相对于传统的渗滤液竖井抽排模式,水平钻孔排放效率更高,成本投入也相对较低,但在设计施工中应充分考虑堆体非均质对施工过程的影响,降低施工风险。 展开更多
关键词 水平定向钻进 非开挖 渗滤液 填埋场 环境治理
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射流泵系统在非开挖HDD中的应用研究 被引量:2
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作者 朱俊毅 孙平贺 +3 位作者 曹函 Gerhard Lang 张绍和 王靖源 《探矿工程(岩土钻掘工程)》 2018年第10期11-15,共5页
非开挖HDD技术被广泛应用于给排水、电力、通信、油气等领域的新管道敷设和既有管线修复中。当在浅部地层以及上覆地层应力较小的区域进行HDD施工时,易出现"溢浆"现象。本文结合国内外"溢浆"防控技术研究现状,对德... 非开挖HDD技术被广泛应用于给排水、电力、通信、油气等领域的新管道敷设和既有管线修复中。当在浅部地层以及上覆地层应力较小的区域进行HDD施工时,易出现"溢浆"现象。本文结合国内外"溢浆"防控技术研究现状,对德国某公司的孔内新型射流泵系统在非开挖工程中的应用进行了论述。该系统利用在近钻头位置安装的高压射流泵系统收集前端钻头扩孔后形成的钻屑,从而减少钻孔环状空间的钻屑含量。系统主要由钻屑收集装置、射流泵体和连接装置3部分组成,可实现98%左右孔内钻屑的清理。根据工程需要,可采用清孔、软土扩(清)孔、组合以及管道回拉等4种模式进行工程作业。工程实践表明,采用该系统后单日最长掘进长度达到122m。同时提出了存在的问题:由于小直径复杂地层钻进中易出现钻屑团积,从而对筛格产生堵塞。在管道回拉模式中,如何改变钻屑返排的回路等问题仍是该系统在应用中亟待解决的关键问题。 展开更多
关键词 水平定向钻进 非开挖 溢浆 射流技术 孔壁稳定
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HDD铺管引起地表工后变形的数值模拟分析 被引量:1
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作者 刘耀东 石朋飞 乌效鸣 《非开挖技术》 2012年第4期1-5,共5页
水平定向钻进(HDD)是一种重要的非开挖铺管技术,在非开挖领域应用非常广泛。由于其会扰动周围地层以及造成地层损失,进而造成一定程度的地表变形,如地表沉降、地表水平变形等。本文采用有限差分数值模拟方法,运用FLAC3D软件分析了... 水平定向钻进(HDD)是一种重要的非开挖铺管技术,在非开挖领域应用非常广泛。由于其会扰动周围地层以及造成地层损失,进而造成一定程度的地表变形,如地表沉降、地表水平变形等。本文采用有限差分数值模拟方法,运用FLAC3D软件分析了HDD铺管的引起的地表工后变形问题;综合考虑了不同地层内聚力、地表荷载及扩孔级数情况下的地表工后变形。 展开更多
关键词 水平定向钻进 地表变形 FLAC3D软件
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盾构下穿建筑物区域HDD结合跨孔CT岩溶探测技术 被引量:3
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作者 马晓磊 张云毅 +2 位作者 穆岩松 刘湛 张可能 《工程建设与设计》 2019年第3期146-148,共3页
城市中地铁隧道下穿建筑物时,建筑物区域内的岩溶会对盾构下穿施工造成严重的不良影响,在施工前采用合适的岩溶探测技术准确探测岩溶发育情况是顺利下穿施工的关键之一。由于建筑物场地条件限制及附近金属管线、电磁干扰众多,钻探方法... 城市中地铁隧道下穿建筑物时,建筑物区域内的岩溶会对盾构下穿施工造成严重的不良影响,在施工前采用合适的岩溶探测技术准确探测岩溶发育情况是顺利下穿施工的关键之一。由于建筑物场地条件限制及附近金属管线、电磁干扰众多,钻探方法无法实施,常规物探方法精度难以保证。论文通过分析具体工程的场地条件及现有岩溶探测技术,提出水平定向钻进结合超声波跨孔CT岩溶探测技术,并从理论上分析了水平定向钻进结合超声波跨孔CT探测岩溶的可行性,该技术具有场地适用性强,抗干扰能力强,分辨能力高等特点。 展开更多
关键词 盾构下穿 建筑物 岩溶探测 水平定向钻进 超声波跨孔CT
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基于多因素作用的非开挖HDD河床冲刷深度响应机制研究 被引量:1
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作者 王靖源 孙平贺 +4 位作者 刘伟胜 曹函 朱俊毅 韩萌 张绍和 《非开挖技术》 2019年第2期22-27,共6页
非开挖水平定向钻进(HDD)技术可极大减少管道敷设中的社会成本,目前被广泛应用于各类管线的暗挖施工中,尤其针对复杂地质环境下河流穿越更具有显著技术优势。由于管道敷设中对周围地层产生扰动破坏,从而改变上覆地层的物理力学特性,从... 非开挖水平定向钻进(HDD)技术可极大减少管道敷设中的社会成本,目前被广泛应用于各类管线的暗挖施工中,尤其针对复杂地质环境下河流穿越更具有显著技术优势。由于管道敷设中对周围地层产生扰动破坏,从而改变上覆地层的物理力学特性,从而影响河床冲刷深度,对后期管道运营产生重要影响。本文在已有研究基础上,综合运用理论分析、室内实验和数学计算等方法,研究管道直径、敷设深度、地层类别、冲刷效率等因素共同作用下的冲刷深度响应机制。设计并建立了室内模型实验装置,能够实现上述因素的反演分析和参数获取;研究分析了扰动半径对理论冲刷深度的影响规律;拟构建基于扩孔直径、深度、轨迹、地层、流速、时间等因素的HDD 河床冲刷深度计算模式,为非开挖HDD 在河流穿越中的优化设计提供参考。 展开更多
关键词 水平定向钻进 非开挖 河流穿越 冲刷深度 扰动半径
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Estimation of the horizontal in-situ stress magnitude and azimuth using previous drilling data 被引量:1
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作者 Masoud Ziaie Mohammad Fazaelizadeh +1 位作者 Abbas Ayatizadeh Tanha Ali Sharifzadegan 《Petroleum》 EI CSCD 2023年第3期352-363,共12页
Oil exploration and production,well stability,sand production,geothermal drilling,waste-water or CO_(2) sequestration,geohazards assessment,and EOR processes such as hydraulic fracturing,require adequate information a... Oil exploration and production,well stability,sand production,geothermal drilling,waste-water or CO_(2) sequestration,geohazards assessment,and EOR processes such as hydraulic fracturing,require adequate information about in-situ stresses.There are several methods for analyzing the magnitude and direction of in-situ stresses.The evaluation of tensile fractures and shear fractures in vertical oil and gas wellbores using image logs is one of these methods.Furthermore,when image logs are run in boreholes,they can be extremely costly and possibly stop the drilling.The data for this study were gathered from seven directional wells drilled into a strike-slip fault reservoir in southern Iran.Vertical stress,minimum horizontal stress,pore pressure,Poisson's ratio of formations,and 233 mud loss reporting points make up the entire data.This is the first time maximum horizontal stress direction has been calculated without referring to image log data.In addition,the points of lost circulation were categorized into natural and induced fracture.The results revealed that,the maximum horizontal stress direction of the reservoir was calculated at 65northeast-southwest.The error rate is roughly 10when comparing the results of this investigation to those obtained from the image log.The maximum horizontal stress direction is calculated precisely.In terms of tensile fracture pressure,the in-situ stress ratio identifies the safest as well as the most critical inclination and azimuth for each well. 展开更多
关键词 Well instability Lost circulation drilling induced tensile fracture Image log In-situ stress horizontal stress direction
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基于跨孔CT和HDD的地下障碍物探测方法 被引量:3
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作者 夏昌 傅大宝 +1 位作者 郭云峰 高学珑 《福州大学学报(自然科学版)》 CAS 北大核心 2017年第2期185-189,共5页
为克服跨孔地震波层析成像方法在非开挖区间内障碍物探测方面存在定位精度低、探测不准确等问题,提出一种基于跨孔地震波层析成像(CT)技术和水平定向钻进(HDD)技术的地下障碍物探测方法.首先采用HDD技术沿地下结构纵向方向钻孔并布设管... 为克服跨孔地震波层析成像方法在非开挖区间内障碍物探测方面存在定位精度低、探测不准确等问题,提出一种基于跨孔地震波层析成像(CT)技术和水平定向钻进(HDD)技术的地下障碍物探测方法.首先采用HDD技术沿地下结构纵向方向钻孔并布设管道,而后在管内布设专用仪器,采用跨孔地震波CT技术对非开挖区间内障碍物进行定位和识别.为验证该方法的可行性,以一顶管施工的自来水干管为例,采用该方法探测施工路径地下障碍物分布情况.结果表明,该探测方法能够准确定位非开挖区间地下障碍物,探测精度高、准确性好,具有良好的应用前景. 展开更多
关键词 地下障碍物探测 跨孔地震波 层析成像 水平定向钻进
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HDD施工技术与发展 被引量:6
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作者 张宏 《筑路机械与施工机械化》 2004年第1期52-54,共3页
水平定向钻进铺管技术是一种现代的非开挖施工新技术。从水平定向钻进铺管技术的施工技术和施工机具应用与发展趋势的两方面对其进行了详细的论述。
关键词 水平定向钻 非开挖施工 hdd施工 钻进 发展趋势
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水平定向钻进技术在青海钾盐矿开采中的应用研究
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作者 韦海瑞 马琳 +6 位作者 刘阔 贾明浩 吴礼林 朱芝同 邵玉涛 刘广 贾炜 《钻探工程》 2024年第S01期404-410,共7页
为了提高青海某钾盐矿的开采效率和产量,提出了贯通井的开采方案,首次利用水平定向钻进技术和对接井技术施工了多组贯通井,从水平井注水后从竖井抽取卤水,极大地提高了钾盐的开采量。工程施工初期出现了卡钻事故,通过优化泥浆配方、钻... 为了提高青海某钾盐矿的开采效率和产量,提出了贯通井的开采方案,首次利用水平定向钻进技术和对接井技术施工了多组贯通井,从水平井注水后从竖井抽取卤水,极大地提高了钾盐的开采量。工程施工初期出现了卡钻事故,通过优化泥浆配方、钻头合理选择、防卡钻钻具的设计使用,避免了卡钻事故的再次发生。该工程完成40条水平井和竖井的对接后,该区域内的钾盐年产量提高3.5万t,证明利用水平定向钻进技术提高钾盐矿开采效率和产量的方案是可行的。相关研究成果可为后续利用水平定向钻进技术进行可溶性矿产开采提供理论依据和实践指导。 展开更多
关键词 水平定向钻进 钾盐矿 贯通井 对接井
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水平定向钻进坚硬地层孕镶金刚石钻头的研究与应用
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作者 胡立 李俊萍 唐治建 《钻探工程》 2024年第6期85-90,共6页
针对水平定向钻进坚硬地层效率低的问题,通过利用FeCoCu预合金胎体的硬脆性以及硬质颗粒碳化硅弱化胎体的特点,提高钻头的自锐性。采用分层结构设计,将高、低耐磨性胎体层沿钻头径向方向交替排布,其中高、低耐磨性胎体层厚度分别为2.5~3... 针对水平定向钻进坚硬地层效率低的问题,通过利用FeCoCu预合金胎体的硬脆性以及硬质颗粒碳化硅弱化胎体的特点,提高钻头的自锐性。采用分层结构设计,将高、低耐磨性胎体层沿钻头径向方向交替排布,其中高、低耐磨性胎体层厚度分别为2.5~3.5 mm和1.0~1.5 mm,可实现高、低耐磨性胎体层同步磨损,提高钻进效率。将FeCoCu预合金胎体和分层式胎体结构相结合,研制的孕镶金刚石钻头成功应用于水平定向钻进勘察工程坚硬钾长花岗岩地层,平均机械钻速0.8~1.5 m/h,钻头使用寿命为30~40 m。与普通同心圆尖齿钻头相比,机械钻速提高约1倍,寿命提高30%以上。 展开更多
关键词 水平定向钻进 坚硬地层 孕镶金刚石钻头 分层结构 FeCoCu预合金 机械钻速 工程勘察
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