大口径钻孔下管固管工艺探讨   总被引：1，自引：0，他引：1  

刘波  马黎明 《中国煤炭地质》2014,(6):69-70,73

大口径钻孔的工作管下放和固管工艺直接关系到钻孔的成败。以山西某煤矿瓦斯抽采孔为例,详细阐述了大口径钻孔下工作管和固管的过程,以及保证工程质量和施工安全所采取的防范措施。在施工过程中,钻机根据钻塔的承载力、钻机的提升力实际状况,采用串杠法提吊、水泥浮力塞减轻套管质量、井口密封固管的等施工方法,成功的完成了我国煤炭行业迄今为止下工作管质量、直径最大的大口径钻孔工程,工程质量优良,与采用巨型吊车焊箍直接提吊、井口密封固管的施工方法比较,具有经济效益好,施工场地不受限制等优势。为煤矿瓦斯排放、降温、排水等大口径钻孔工程中的施工提供了一种可靠、经济的施工工艺。  相似文献   

横流环境湍射流涡动力学特性数值模拟   总被引：1，自引：1，他引：0       下载免费PDF全文

姜国强  任秀文  李炜 《水科学进展》2010,21(3):307-314

采用三维湍流模型及其混合有限分析解法进行横流中湍射流这一复杂三维流动的研究。在利用实验数据对模型及其计算方法验证的基础上,对多种喷口形式和流速比工况下的流速场和涡量场进行了数值计算,模拟得到了其旋涡结构发展演化特性。在射流初始阶段,横流在射流背流面形成绕流分离旋涡,其结构与射流喷口形式和流速比有关。射流主轴沿流向布置的窄缝射流产生的旋涡最为特殊和复杂,在喷口侧面存在4个分离点,从而形成4个旋涡。在射流远区,流动主要由反向旋转涡对所控制,并诱导出二次涡对。分析得出了射流喷口形式及流速比对反向旋转涡对涡核位置和旋转强度的影响。  相似文献   

根据钻速方程分析提高钻速的有效途径          下载免费PDF全文

王玉玺  张思慧  李欢欢 《探矿工程》2010,37(3):14-17

在安全条件下,提高钻井速度是钻井工程技术人员追求的目标和紧迫任务。根据大庆长垣通用钻速方程,分析影响钻速的主要因素及提高钻速的有效途径,以供钻井工程设计及现场工程技术人员参考,并用莺深1井、达深2井实钻数据在通用钻速方程中验证,其预测钻速与实际钻速误差仅为4．3％和4．8％,取得较好的符合率。  相似文献   

云南鲁基厂水电站坝基振冲试验与施工          下载免费PDF全文

方成名  李全福  何凤 《探矿工程》2010,37(4):54-57

鲁基厂水电站坝基建在覆盖层地基上,地基为砂卵砾石层、块石层、泥质粉细砂等地层互层,天然地基承载力不能满足设计要求,采用180 kW大功率电动振冲器加钻机引孔的施工工艺,解决了地层复杂、振冲加固处理深度大的施工技术难题。  相似文献   

汽车同步器及远程操作在全液压钻机动力头变速器上的应用          下载免费PDF全文

尹鑫 《探矿工程》2010,37(5):53-55

全液压动力头变速器是钻机传动系统中的关键部件,其性能和可操控性直接影响到产品的性能,设计中将汽车变速器成熟的同步器结构和远程控制原理运用到钻机动力头变速器中来,极大地提升了产品性能和可操作性。  相似文献   

金塘大桥3号主桥墩ZK8号钻孔事故处理技术          下载免费PDF全文

丁旭亭 《探矿工程》2010,37(9):61-63

针对金塘大桥3号主桥墩ZK8号钻孔烧钻断杆事故及事故处理不当发生的卡杆二次事故,认真分析了事故原因,制订了严密的钻具打捞方案,成功打捞了孔内钻具,为后续钻孔灌注桩的施工排除了障碍。介绍了事故状况及处理技术。  相似文献   

含水层的一种普遍规律:渗透系数随深度衰减   总被引：5，自引：0，他引：5  

万力  蒋小伟  王旭升 《高校地质学报》2010,16(1):7-12

国内外多个含水层的研究都发现渗透系数具有随深度衰减的规律。给出了多孔介质和裂隙介质中渗透系数随深度衰减的一般模型及简化模型,并用该简化模型分析了多个含水层的渗透系数随深度衰减的规律。研究发现,随着渗透系数测试深度的增大,衰减系数明显变小;渗透系数测试深度相近的含水层,岩性对衰减系数有一定程度影响。渗透系数随深度衰减的规律应该在地下水科学的相关研究中引起重视。  相似文献   

机载19管多星体拖曳式焰弹催化系统     

金凤岭  李靖平  郑凯  翟国辉 《气象科技》2007,35(4):546-549

北方大范围层状云和混合云飞机人工增雨(雪)是解除干旱、森林灭火、改善生态环境的重要途径之一。研制的L-1型机载19管多星体拖曳式焰弹催化系统可满足上述需求。该系统由多星体焰弹弹体、AgI焰剂、发射装置和电控装置构成。试验和初步应用证明,该系统工艺稳定、操作简便、发射成功率100%,催化剂成核率在-8℃时高达1015个/g,入云5 min内90%的核即可活化,携弹量760枚,可连续作业4 h以上,后向发射,作业方式灵活。与目前使用的龙B-2型焰弹催化系统相比,该系统是一种新型优越的催化系统。  相似文献   

Dynamics of deformation and water flow in heterogeneous porous media and its impact on soil properties     

Shih‐Jung Wang  Kuo‐Chin Hsu 《水文研究》2009,23(25):3569-3582

The interaction of geomechanics and flow within a soil body induces deformation and pore pressure change. Deformation may change hydrogeological and elastic properties, which alters the mechanical behaviour and results in non‐linearity. To investigate this interaction effect in a heterogeneous porous medium, a stochastic poroelastic model is proposed. Monte Carlo simulations are performed to determine the mean and uncertainty of the parameter changes, displacement, and change in pore water pressure. Hydraulic conductivity is treated as the only random variable in the coupled geomechanics‐flow system due to its large variation compared to other mechanical and hydrogeological properties in natural environments. The three considered non‐linear models for the interaction between parameters and deformation are those that consider (1) porosity and hydraulic conductivity; (2) porosity and Young's modulus; and (3) a combined effect that includes porosity, hydraulic conductivity, and Young's modulus. Boundary effects on the coupled system are also explored. The relationships between changes of porosity, hydraulic conductivity, and Young's modulus are analytically shown to be non‐linear. Among the considered parameters, the deformation effect induces the largest reduction in hydraulic conductivity. The deformation‐induced change in hydraulic conductivity shows the most significant effect on the mean and variance of the change in pore water pressure and displacement, while changes in Young's modulus have the least effect. When the deformation effect is considered, the superposition relationship does not exist in the mean displacement and mean change in pore water pressure for the three scenarios considered; it exists for the case without deformation effects. Deformation also causes a reduction in the effective hydraulic conductivity for the whole domain. The scenario that considers both loading and discharge boundaries has larger changes in hydrogeological and geo‐mechanical parameters than those in scenarios that consider loading and discharge boundaries separately. The results indicate that the interaction between deformation and changes in parameters has a profound effect on the poroelastic system. The effect of deformation should thus be considered in modelling and practice. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

Delineation of hydrologically similar units in a watershed based on fuzzy classification of soil hydraulic properties     

Priyabrata Santra  Bhabani Sankar Das  Debashish Chakravarty 《水文研究》2011,25(1):64-79

Evaluation of flow and transport processes in a watershed‐scale requires that the watershed be divided into homogenous spatial units referred to as hydrologically similar units (HSUs). Although a few discretization schemes are already in use, a universally acceptable method of obtaining HSUs is yet to emerge. In this study, we developed a fuzzy inference system (FIS) to classify the saturated hydraulic conductivity (K_s) and two water‐retention parameters α and n into fuzzy logic‐based soil hydrologic classes (FSHCs). Analysis of these classes showed that soil properties within an FSHC have less variability and those between two FSHCs have large variability. This result suggested that soils belonging to a specific FSHC may be more similar than those across different FSHCs and may be grouped together to represent an HSU. Soils within a specific hydrologic class were aggregated to delineate HSUs within the watershed. For the Dengei Pahad micro‐watershed (DPW), this approach showed five distinct regions representing a discretized zone having similar soil hydraulic properties. Application of this approach on a larger international database of soil hydraulic properties revealed that the developed hydrologic classes are quite comparable across different databases. The delineated HSUs based on these FSHCs were also better than the soil series map of the watershed in maintaining the soil heterogeneity of the watershed. Moreover, this new discretization scheme using the SWAT modelling environment showed better performance than the soil series‐based discretization approach. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献