Quantification of uplift in the Carnarvon Basin based on interval velocities     

M. R. Densley  R. R. Hillis  J. E. P. Redfearn 《Australian Journal of Earth Sciences》2013,60(1):111-122

Sonic velocities in the Toolonga Calcilutite (Upper Cretaceous), the Gearle Siltstone and Haycock Marl (mid‐Cretaceous), and the Muderong Shale (Lower Cretaceous) were each used to independently quantify apparent uplift (height above maximum burial depth) in the Carnarvon Basin. Apparent uplift is given by the difference in depth between the present‐day velocity‐depth trend for a unit in a particular well and the reference trend (unaffected by uplift) of the unit. Apparent uplift results derived from the Toolonga Calcilutite, Gearle Siltstone and Muderong Shale are statistically similar. The consistency of results from carbonate and clastic units suggests that, at the formation and regional scale, overcompaction (i.e. anomalously high interval velocity) in these three units reflects previously greater burial depth, rather than sedimentological and/or diagenetic processes, and validates the use of lithologies other than shale in maximum burial‐depth studies. The proposed magnitudes of apparent uplift are greatest along some of the main structural highs of the Carnarvon Basin. Apparent uplift of approximately 800 m was determined along the Legendre Trend, and along the Barrow Arch. In excess of 900 m of apparent uplift was determined on the Bambra Anticline. The consistency of results from units of Early to Late Cretaceous age suggests that uplift must have post‐dated the youngest (Late Cretaceous) unit analysed.  相似文献   

陕西渭河盆地固市凹陷渭热2井组 甲烷气成因及其意义   总被引：1，自引：0，他引：1  

李玉宏  王行运  韩伟  宫振奇 《地质通报》2013,32(11):1790-1797

渭河盆地固市凹陷渭热2井组甲烷气的成功点火,再一次引起人们对渭河盆地油气资源前景的关注。渭热2井组及邻区7口井天然气组分、甲烷C同位素等分析指标显示,该区甲烷气具有2种成因类型,浅部气层为新近系张家坡组生物成因气,中深部天然气来自前新生界煤型热解-裂解气;伴生CO2气为有机成因。地质分析认为,渭河盆地固市凹陷具有良好的新生界生物气资源前景,前新生界煤系地层也是渭河盆地重要的潜在烃源岩,表明渭河盆地具有开展进一步油气调查的资源基础。  相似文献   

河北唐山宋家营勘查区施工技术研究     

孙贵生  张纯峰  郭永宣 《中国煤炭地质》2013,(11):59-62

宋家营勘查区位于河北唐山丰南区,存在着新生界厚度大,流沙层、卵石层、砂砾层松散破碎,部分钻孔漏失严重;煤层埋藏深、层数多、层位变化大等问题,给提高钻探施工质量和效益带来了不便。为解决这些问题,作者从钻孔设计人手,针对不同的地层采用相适应钻探工艺和技术措施,对长期沿用钻探方法进行改进,使钻进方法更具有针对性;对不同的地层配制了不同的冲洗液,对地层漏失根据情况采用恰当的堵漏方法,大大减少了因堵漏增加的成本。从而使钻进效率由过去的287m／台月,提高到440m／台月,台月效率提高了53．3％,大大降低了钻探成本。  相似文献   

车载空气潜孔锤钻进技术在煤层气井施工中的应用   总被引：2，自引：0，他引：2  

吴友强 《中国煤炭地质》2013,(7)

韩城矿区位于陕西渭北石炭二叠系煤田东部,在大地构造位置上处在鄂尔多斯盆地东南缘,边、浅部构造复杂,断裂发育,中深部地层平缓,断裂稀少。矿区煤层气资源丰富。在分析矿区地层及钻进施工难点的基础上,应用空气潜孔锤钻进技术进行煤层井的钻探施工工作。通过对钻进中钻井液技术和钻进参数的介绍,较为详细的说明了空气潜孔锤钻进技术在煤层井的应用情况。结果表明,采用车载空气潜孔锤钻进技术能大大缩小纯钻进时间,提高钻进效率,节约成本,同时也降低了孔内事故风险。  相似文献   

柿庄南区块煤层气井早期生产特征及开采建议     

黄少华  孙同英  冀昆  邹婧 《中国煤炭地质》2013,(7)

从水文地质的角度揭示了不同情况下单井的排水采气机理。在此基础上结合柿庄南区块59口井的实际排采数据,综合分析了气水产量,井底流压,套压及动液面随时间的变化曲线;并将早期生产特征归纳为3种类型：①低产水-高产气型,见气早,产气量高（>1000 m3/d）、产量递减缓慢、峰值产量高,日产水量小（<2m3/d）,套压高;②低产水-中低产气型,日产气小于1000 m3,产量衰减明显且波动大,排水期较长;③高产水型,产气极少或无,日产水量大（>10m3/d）,动液面下降缓慢,套压很低或为零。最后针对不同类型的低产井,提出相应的开采建议：低产水-低产气型井可采用二次压裂措施,改善煤层渗透率;高产水井可通过无机堵水或加大排采强度等方式排采;煤层气井排采要勇于实践,探索适合该区不同煤层的成功排采方法。  相似文献   

MTA固井技术在煤层气井中应用的实验研究     

张文平  王青贵  张素  何吉标  顾军 《中国煤炭地质》2013,(10)

MTA固井技术在油气田中的运用已经取得了显著效果,能够提高二界面的抗剪切强度以及抵抗地层水对二界面的冲蚀。通过室内实验,对MTA固井技术在煤层气井中的运用进行探索。实验结果表明,MTA技术在煤层气井的固井模拟实验中,也能够有效的提高二界面的抗剪切强度,实现二界面的整体固化胶结,抵抗地层水对煤层气二界面的冲蚀,这些特点对于提高煤层气井的产能具有重要意义。作为一种施工简捷、效果显著的固井技术,MTA固井方法在煤层气井中的应用前景是极为广阔的。  相似文献   

青海木里煤田永久冻土地层钻探技术研究     

贾志耀  周兢 《中国煤炭地质》2013,(10)

木里煤田属高寒缺氧地区,冻土（岩）层在钻进中遇热融解、融化,从而使孔内出现大范围的坍塌,造成卡钻、埋钻事故频发,给钻探施工及岩煤心采取带来很大的困难。从钻孔结构设计、钻具选择、低温冲洗液配置等方面进行深入研究,总结出来了一套适用于木里煤田永久冻土地层的钻探技术。应用表明,该项技术将钻月效率从2004年的224m,提高到2006年的424.5m,效果显著。  相似文献   

沿煤层顶板钻进煤层气U型井二次贯通技术探讨     

徐培远  姬玉平  张振伦  李亚辉 《中国煤炭地质》2013,(8)

U型井在煤层气资源开发中逐渐得到应用,但沿煤层顶板钻进的U型连通井在国内尚属首例。该在进行二次贯通时,由于套管下深距洞穴太远而形成过长水泥塞、固井候凝时间过长而水泥强度太大的原因造成了第一次二次贯通失败。针对这种情况,现场采取在洞穴直井处三级扩孔方法,最终实现了二次贯通,对在扩孔时技术措施进行了较为全面的介绍,并对以后施工提出了相应预防措施。  相似文献   

Artificial neural network model for prediction of rock properties from sound level produced during drilling     

《Geomechanics and Geoengineering》2013,8(1):53-61

In many rock engineering applications such as foundations, slopes and tunnels, the intact rock properties are not actually determined by laboratory tests, due to the requirements of high quality core samples and sophisticated test equipments. Thus, predicting the rock properties by using empirical equations has been an attractive research topic relating to rock engineering practice for many years. Soft computing techniques are now being used as alternative statistical tools. In this study, artificial neural network models were developed to predict the rock properties of the intact rock, by using sound level produced during rock drilling. A database of 832 datasets, including drill bit diameter, drill bit speed, penetration rate of the drill bit and equivalent sound level (L_eq) produced during drilling for input parameters, and uniaxial compressive strength (UCS), Schmidt rebound number (SRN), dry density (ρ), P-wave velocity (V_p), tensile strength (TS), modulus of elasticity (E) and percentage porosity (n) of intact rock for output, was established. The constructed models were checked using various prediction performance indices. Goodness of the fit measures revealed that recommended ANN model fitted the data as accurately as experimental results, indicating the usefulness of artificial neural networks in predicting rock properties.  相似文献   

Pipe-soil shear interaction stiffness in horizontal directional drilling and pipe bursting     

《Geomechanics and Geoengineering》2013,8(2):69-77

During horizontal directional drilling and pipe bursting installations, the shear forces between the pipe and the surrounding soil play a major role in the tensile loads and stresses experienced by the pipe. The magnitudes and variations in the shear forces are controlled by the pipe-soil interaction characteristics. This paper discusses the shear interaction between the pipe and the soil during those trenchless installations. A pipe-soil interaction mechanism is described that quantifies the relationship between the shear force and shear displacement, as well as the shear force at which sliding takes place. A simple analytical approach, as well as a finite element procedure, is employed to provide guidelines on practical values of the pipe-soil interaction stiffness and to investigate the effect of some soil and geometric parameters on the interaction stiffness magnitude.  相似文献