开发地震技术在扶余油层分支水平井地质设计中的应用   总被引：1，自引：0，他引：1  

LUO Shi-li GAO Xing-you PENG Cheng-wen The eighth mining factory  Daqing Oilfield Company  Daqing 《吉林大学学报(地球科学版)》2006,(Z2)

大庆外围东部油田开发的目的层主要为葡萄花油层和扶余油层,其中扶余油层因储层发育差,具有低孔、低渗、低丰度的特点,其未动用储量的有效开发一直是困扰油田开发的难题之一。要应用开发地震技术,结合钻井、测井、试油、沉积相等资料,通过细致描绘肇州油田芳483区块扶余油层的构造特征,预测扶余油层内部单砂体的分布形态、厚度和展布范围,为扶余油层分支水平井设计提供地质依据,同时也为有效开发扶余油层探索了新的思路。  相似文献   

智能大厦接地电阻检测中应注意的问题   总被引：9，自引：0，他引：9  

伍秀莲  黎梓华 《广西气象》2006,27(1):45-47

根据目前常用接地电阻检测仪器的测量原理，对在日常检测中所出现导致接地电阻检测数据失真的情况进行了分析和探讨，同时针对不同的成因，提出了不同的解决方法。  相似文献   

Effect of macrophyte spatial variability on channel resistance     

Julian C. Green 《Advances in water resources》2006

Aquatic macrophytes can severely retard flow rates in the river channels that they occupy. Consequently, there is a need to improve our ability to model vegetation resistance, to aid flood prediction and allow for better-informed channel management. An empirical model is developed to calculate flow resistance (Manning’s resistance coefficient) of channels containing the submergent macrophyte Ranunculus (water-crowfoot). Blockage factors (the proportion of a cross-section blocked by vegetation) were determined for up to nine cross-sections at each of 35 river sites. These were used to create blockage-factor percentiles, which were regressed against vegetation resistance. An exponential best-fit relation involving the 69th blockage-factor percentile gave the best results. A parameter relating the length of the vegetated/solid boundary in contact with the open channel to the length of the conventionally-defined wetted perimeter improved the model fit by acting as a pseudo-measure of the turbulent-energy losses generated within the unvegetated stream by the macrophytes. The model was tested on three additional sites containing different macrophyte species and much higher vegetation blockages, and was found to work well.  相似文献   

Experimental and analytical studies on earthquake resisting behaviour of confined concrete block masonry structures     

Norio Hori  Norio Inoue  Dangol Purushotam  Tetsuya Nishida  Jun Kobayashi 《地震工程与结构动力学》2006,35(13):1699-1719

To improve the seismic performance of masonry structures, confined masonry that improves the seismic resistance of masonry structures by the confining effect of surrounding bond beams and tie columns is constructed. This study investigated the earthquake resisting behaviour of confined masonry structures that are being studied and constructed in China. The structural system consists of unreinforced block masonry walls with surrounding reinforced concrete bond beams and tie columns. The characteristics of the structure include: (1) damage to blocks is reduced and brittle failure is avoided by the comparatively lower strength of the joint mortar than that of the blocks, (2) the masonry walls and surrounding reinforced concrete bond beams and tie columns are securely jointed by the shear keys of the tie columns. In this study, wall specimens made of concrete blocks were tested under a cyclic lateral load and simulated by a rigid body spring model that models non‐linear behaviour by rigid bodies and boundary springs. The results of studies outline the resisting mechanism, indicating that a rigid body spring model is considered appropriate for analysing this type of structure. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献   

超深井煤系地层的钻进工艺     

王卫民  武利兴 《中国煤田地质》2006,(Z1)

在超深地热井施工中,深部的煤系地层是事故的多发层段。利用高压喷射快速钻井技术和适合的聚合物泥浆体系,顺利的钻过埋深超过2 000多m和3 000多m的煤系地层,防止了事故的发生,提高了钻进效率。  相似文献   

巨型框架-次框桁架结构抗震性能分析     

陈淮  盛朝晖 《世界地震工程》2006,22(3):27-31

提出了巨型框架—次框桁架结构体系。采用ANSYS有限元程序对巨型框架—次框桁架结构体系进行了抗震动力时程分析,讨论了该结构体系在多条地震波作用下的动力位移及内力等地震响应。计算结果表明,巨型框架—次框桁架结构体系具有良好的抗震性能,能够提高巨型框架结构的抗震性能,不但可以有效地降低结构构件的地震内力,同时也不会给主框架结构体系的布置带来较大的影响,巨型框架—次框桁架结构是一种抗震性能良好的结构体系。计算结果对巨型结构的抗震设计有较大的参考价值。  相似文献   

定福庄地热试验井成井工艺研究     

左明星  王佟  曾铁军 《中国煤田地质》2006,18(6):52-54

JR-121井位于北京市定福庄南里,开采蓟县系雾迷山组1600m以深热储层的岩溶裂隙水。该试验井施工使用GZ-2000型水源钻机,TBW-850/50型泥浆泵,钻探深度2202.98m。成井过程中,根据不同层段,采用不同成井工艺,在目的含水层的上覆非取水层段,采用分级下套管及水泥封闭的方法进行止水,泥浆与回旋方法钻进;在取水段,采用裸眼孔底钻铤加压、泥浆护壁与回旋钻进。洗井工艺上,采用酸化、液态CO2和空压机引喷相结合的联合洗井方法。使用此成井工艺,止水效果良好,达到了开发岩溶裂隙地热水的目的。  相似文献   

贵州省金沙煤田龙潭组岩煤层测井对比方法   总被引：2，自引：0，他引：2  

韩绪山谢波  张心彬 《中国煤田地质》2006,18(3):62-64

龙潭组是金沙井田的主要含煤地层，含煤达12~15层，其中7、8、9、11、12五层煤较稳定，为主要可采煤层。根据测井物性曲线与地质岩心的对比分析，总结出该组煤岩层的共有测井物性规律：低密度、中低电阻率、较高中子孔隙度和较低的纵波速度，以及其特有规律如：5、6、7、8、9煤层的低自然伽马，11、12煤层较高的自然伽马等特征。结合煤层测井曲线形态特征及其与顶、底板以及和煤层上、下标志层间组合关系，进行了全煤系地层的对比，揭示了该井田煤层的分岔、合并、冲刷、沉缺、煤层厚度等变化规律。  相似文献   

固底管桩单桩承载力的研究     

李连营  白牧  赵志峰 《岩土工程技术》2006,20(4):163-165,169

通过现场对预应力管桩底部采用高压旋喷法进行加固这一新的施工工艺试验,探讨预应力管桩桩端为水泥土情况下的受力机理及提高管桩端阻力和单桩极限承载力的效果,并探讨其在天津地区的适用性。  相似文献   

A discussion on the records of water level “precursors” in Well Shuozhou, Shanxi Province     

车用太  鱼金子  张淑亮  范雪芳  郭君杰  张天原  杨金兰 《地震学报(英文版)》2002,15(2)

IntroductionHypocenter process is one of the basic problems in the field of seismology. A long wave with a period between 300 s to 600 s, which was named precursor, was recorded by the long-period seismograph in Pasadena seismic station by Kanamori, nearly 10 thousands kilometers away from the epicenter 15 minutes before the earthquake with magnitude 8.3 occurred in Chile on May 22, 1960 (Kanamori, 1976). After that, seismologists began to be concerned with the long-period waves. They made o…  相似文献