采用井管外洗井增加涌水量的方法探讨     

杜凤玲  刘跃丽  郭峰 《内蒙古地质》2002,(3)

海拉尔市伊敏煤电公司疏干井施工,由于钻孔孔径大,地层松散,采用泥浆护壁钻进方法,给洗井工作带来很大困难。通过井管外插管洗井工艺,能大大提高洗井效率,保证出水量,提高经济效益。  相似文献   

Tsunami ascending in rivers as an undular bore     

Yoshinobu Tsuji  Takashi Yanuma  Isao Murata  Chizuru Fujiwara 《Natural Hazards》1991,4(2-3):257-266

At time of the 1983 Japan Sea tsunami, waves in the form of a bore ascended many rivers. In some cases, bores had the form of one initial wave with a train of smaller waves, and in other cases, such a wave train did not appear and only a step with a flat water surface behind was observed. In the present study, it is clarified that both undular-type and nonundular-type bores can be recognized as solutions of the KdV-Burger's equation which was introduced by Johnson in 1972. Numerically obtained analytical solutions and results of laboratory experiments are compared.  相似文献   

大孔径瓦斯抽放井施工中井内落物打捞     

程志远　迟波王泽山  赵丽华孔令珍 《中国煤炭地质》2008,20(3):65-66

华晋焦煤沙曲矿瓦斯抽放井设计井深405．00m、井径φ700mm,在二次成井中靶后利用自制φ700mm三牙轮组合钻头进行扩孔作业。扩孔作业至150m时,发生三翼牙轮组合钻头掉翼事故,经探查发现井内落物落至井深295m处。根据下落物的重量、形状及井身结构,设计制作了套铣打捞器。自制的套铣打捞工具直径为φ420mm,大小与二开井径较接近,与井壁环空较小,为避免发生二次卡钻事故,采用先扩孔至井中落物,再进行套铣打捞作业的方式施工。打捞采用气举反循环方式,慢转、轻放,经过反复套铣打捞,将二块井中落物打捞出井,事故处理比较成功。  相似文献   

煤层开采裂缝的观测与分析   总被引：3，自引：0，他引：3  

张刚艳  张华兴  岳国柱 《岩土力学》2003,(Z2)

利用彩色电视系统对多个矿区由于地下煤层开采造成的岩体破坏进行了实际观测,了解了覆岩破坏裂缝的分布特征和状态,通过对裂缝分布特征以及裂缝状态的分析,总结出了由于煤矿开采而导致的裂缝分布规律,提高了对破坏裂缝及离层裂缝的认识,为煤矿安全采煤提供了依据。  相似文献   

滑坡涌浪的产生与传播波形分析与计算   总被引：2，自引：2，他引：2       下载免费PDF全文

李未  王如云  张长宽 《水科学进展》2004,15(1):45-49

在水平匀速滑坡涌浪传播过程中,当滑坡体匀速前进时,会形成一个冲击波,停止前进后,在滑坡体与冲击波之间又形成一个稀疏波,当稀疏波追赶上冲击波时,两个波则会发生相互作用。对稀疏波与冲击波相互作用后产生的反射冲击波和入射冲击波的情况进行了定量研究。从入射冲击波的轨迹方程入手,通过分析和计算,分别得到了入射冲击波和反射冲击波波高、波速等一些定量的关系式,并用简单的计算方法进行了求解。  相似文献   

长江下游地区巨厚砂层中钻孔灌注桩施工技术   总被引：1，自引：0，他引：1  

黄跃进 《江苏地质》2004,28(1):27-30

根据张家港、扬州等地砂层中施工钻孔灌注桩的实践，论述了巨厚砂层对施工的影响，指出必须采取配制优质泥浆、建立科学的泥浆循环系统、选择合适的钻具及钻进参数、进行孔径检查、提高灌注效率等技术措施，介绍了在砂层施工中应注意的问题和有效处理埋钻事故的方法。  相似文献   

Design and Site Experiment of Groyne in Bore Surging Area of Qiantang River     

Xuan Weili Xu Xiongjun Zhao Yongqian Engineer  Zhejiang Provinccial Administration Bureau of the Qiantang River  Hangzhou Senior Engineer  Zhejiang Provinccial Administration Bureau of the Qiantang River  Hangzhou Lecturer  Dept. of Civil Engineering  Zhejiang University  Hangzhou 《中国海洋工程》1997,(4)

-The groyne has been used widely in bank protection and river regulation.The plane layoutand structural style of groyne are closely related to the stability of the groyne itself and the effect of bankprotection.In this paper,based on the preliminary summary of the design of bank protection in the boresurging area of Qiantang River,some problems regarding the structure of groyne are pointed out and animproved plan is put forward.Site experiment was carried out combined with an emergency repair.The re-sults of the experiment indicate that the improved project is reliable and successful.  相似文献   

单孔复合型土锚最优分段长度的确定     

郑全明 《上海国土资源》2000,(1)

从变位——剪应力理论入手,分析了拉力型土锚的受力机理。以分散压力型土锚为例,确定了单孔复合型土锚的最优分段长度。并从理论上对其极限承载力与拉力型土锚极限承载力进行了比较,得出了一些比较切合实际的结论。  相似文献   

跟管钻进在大口径页岩气井浅部复杂地层中的应用 ——以黔水地1井导管段为例          下载免费PDF全文

郭军  王超技  李岩  苑坤  王文彬 《探矿工程》2020,47(5):22-26

桂中-南盘江地区的浅部地层裂隙、溶洞发育,破碎带多,井漏、井垮严重,泥浆护壁钻进成孔难度较大。针对该类地层,首次将跟管钻进技术引入大口径页岩气井钻探——黔水地1井导管段钻探,有效地解决了该井导管段的成孔难等问题。并通过系统总结该技术在黔水地1井工程施工中的实际应用情况,为今后类似工程提供了宝贵经验和建议。  相似文献   

The origin of bore-core remanences: mechanical-shock-imposed irreversible magnetizations   总被引：1，自引：0，他引：1  

H. Shi  & D. H. Tarling 《Geophysical Journal International》1999,137(3):831-838

Repeated laboratory-induced weak mechanical shocking ( c .  0.57  kg  m  s⁻¹ ) of marine sandstone samples showing drilling-induced remanence, from commercial bore cores from the North Sea and Prudhoe Bay, causes increases in their low-field susceptibility ( χ ) and their ability to acquire an isothermal remanent magnetization (IRM). These enhancements are reduced by some 20 per cent by AF demagnetization in 100  mT. Doubling the intensity of the shock doubles the susceptibilities and IRMs acquired. The susceptibility increase ceases after 300 to 400 shocks for the North Sea samples and 20 to 30 shocks for those from Prudhoe Bay, while the IRM saturates after 800–1000 and 30–50 shocks respectively. Continental, haematite-bearing sandstones from commercial bore cores with no drilling-induced remanence subjected to the same shocks do not show these effects. Differences in the magnetic mineralogy of shocked and unshocked marine samples suggest that the magnetic enhancement is predominantly due to the creation of pyrrhotite by shock-induced irreversible crystallographic changes in iron-bearing sulphides. When shocked during commercial drilling, these new ferromagnetic minerals acquire strong chemical (crystalline) remanences, associated with a wide spectrum of grain sizes, in the magnetic field of the drill string, and these are resistant to both thermal and AF demagnetization. Similar processes are likely in any situation involving the shock of physically metastable iron-bearing minerals, particularly anoxic sediments. A 5  cm non-magnetic collar between the drill stem and crown should drastically reduce the magnetic intensity of this effect under commercial conditions, but would not prevent its occurrence.  相似文献