无线扩频技术在碾压GPS实时监控中的应用     

曾怀恩  黄声享 《测绘信息与工程》2006,31(5):22-23

分析了无线扩频技术的原理及主要特点,组建了碾压GPS实时监控系统的无线局域网,实现了总控中心和各移动远端的双向无线数据传输及局域网内各节点的资源共享。  相似文献   

空气潜孔锤与风冷牙轮组合钻进在穿采空区大直径抽水孔中的应用          下载免费PDF全文

陈平安  李源汇 《探矿工程》2016,43(9):61-65

在穿多层采空区大直径抽水孔施工中,通过引入空气潜孔锤与风冷牙轮组合钻进工艺,解决了常规泥浆回转钻进钻遇多层采空区因孔内漏失无法成孔、空气潜孔锤钻进成孔孔径受限的问题。采用该工艺完成的2个φ550 mm抽水井工程均穿越4层采空区,φ350 mm潜孔锤冲击钻进平均钻速3.31 m/h,φ550 mm风冷牙轮扩孔钻进平均钻速2.27 m/h,在复杂地层中保持了较高的钻进效率,取得了明显的应用效果。介绍了该工艺在大同矿区φ550 mm大直径抽水井工程中的应用实例,经过实践验证了工艺的可行性,可为类似钻孔的施工提供参考。  相似文献   

国际油气井钻头进展概述（一）——Kymera 组合式（Hybrid)钻头系列          下载免费PDF全文

左汝强 《探矿工程》2016,43(1):4-6

针对油气钻井中钻遇坚硬地层、粘-滑（stick-slip)地层、软硬互层与含夹层地层,以及定向井、水平井等钻进中PDC钻头钻进效率、钻井方向控制方面的局限性问题,贝克· 休斯公司克里斯坦森（Baker Hughes Christensen )分公司于2011年四季度向国际市场推出了将金刚石复合片与牙轮相结合的钻头——Kymera组合式钻头。该新型钻头藉助于牙轮在硬岩层中的侵入能力,提高碎岩效率,改善PDC的冷却,还能明显降低钻头在井底的扭矩,提高钻井方向的控制能力。在世界各地现场实际应用取得了良好的钻井效果。介绍了Kymera组合式钻头的研发背景和历程,以及其在世界多地油气钻井中的现场应用情况。  相似文献   

复合片钻头钻进规程参数的试验研究     

夏柏如 《现代地质》1990,4(3):120-126

操作规程是决定一种钻进方法成功与否的三大因素之一。本文通过对两种具有代表性的中硬岩石（细砂岩和石灰岩）进行实尺寸钻进试验,探讨和揭示了新型钻岩工具复合片钻头（Polycrystalline-diamond-compact bits）钻进工艺规程与各项参数的相互关系和变化规律,从碎岩比功的角度为合理选择工艺规程提供了依据。  相似文献   

浮法玻璃过渡辊台辊子姿态的非接触精密检测     

刘尚国  于胜文  郑文华 《测绘科学》2010,35(6):145-146,128

采用由两台Leica TM5100A电子经纬仪构成的Axyz工业测量系统,对某浮法玻璃生产线过渡辊台、渣箱及辊子的平行度及其相对高差进行了非接触精密检测。在没有已知控制点的情况下,借助激光发射器投射激光点,测定高温目标和运转目标上的检测点三维坐标。通过坐标系转换、拟合计算等,分析其平行度、垂直度、相对高差等姿态信息,为辊子的维护工作提供可靠的调整数据。检测结果表明,在20m范围内的高温嘈杂环境下,能够满足其亚毫米级的测量精度要求。  相似文献   

软弱砂岩骨料碾压混凝土的配制及其特性研究          下载免费PDF全文

刘伟宝  陆采荣  梅国兴  戈雪良  王珩  杨虎 《海洋工程》2014,32(6):105-110

在东南亚和我国西南地区由于缺乏合适的原材料,必须采用软弱骨料配制混凝土。以东南亚某工程现场的软弱砂岩为原材料,开展碾压混凝土配制和性能试验工作,探讨了该骨料配制碾压混凝土的可行性。采用软化系数为0.71的软弱砂岩,配制强度等级分别为C18020的二级配碾压混凝土和C1807.5的三级配碾压混凝土。结果表明,采用该砂岩骨料可以配制出满足强度要求的碾压混凝土,其用水量比常规骨料高15~20 kg/m3,拌和物密度和抗压弹模较低。其中,二级配碾压混凝土采用50%粉煤灰掺量、0.55水胶比;三级配碾压混凝土采用60%粉煤灰掺量、0.65水胶比。骨料抗碾压破碎模拟试验表明该骨料在碾压过程中破坏程度很低,说明采用该软弱骨料配制碾压混凝土具有可行性。  相似文献   

Large-wave simulation of three-dimensional,cross-shore and oblique,spilling breaking on constant slope beach     

Aggelos S. Dimakopoulos  Athanassios A. Dimas 《Coastal Engineering》2011

In this work, the large-wave simulation (LWS) method is adapted for application in spilling wave breaking over a constant slope beach. According to LWS, large scales of velocities, pressure and free-surface elevation are numerically resolved, while the corresponding unresolved scale effects are taken into consideration by a subgrid scale (SGS) model for wave and eddy stresses. The model may be not fully applicable in very shallow water, close to the shoreline, where the unresolved, turbulent, free-surface oscillation is of the same order with the water depth. Time integration of the Euler equations is achieved by a two-stage fractional scheme, combined with a hybrid scheme for spatial discretization, consisting of finite difference and pseudospectral approximation methods. Model parameters are calibrated by comparison to available experimental data of free-surface elevation and velocities in the surf zone for cross-shore incoming waves. The action of the wave SGS stresses in the outer coastal and surf zones initiates breaking and generates appropriate vorticity, in the form of an eddy structure (surface roller), at the breaking wavefront. At incipient breaking, both advection and gravity contribute to the vorticity flux at the free surface, while only after the full development of the surface roller, the effect of advection becomes stronger. The SGS model is also utilized to simulate propagation, refraction and breaking of oblique incoming waves. The gradual breaking and dissipation of wave crestlines and the surface roller structure along the breaking wavefront are automatically captured without any empirical input, such as data for the roller shape or the wave propagation angle at breaking.  相似文献   

A numerical model of nearshore waves, currents, and sediment transport   总被引：1，自引：0，他引：1  

Pham Thanh Nam  Magnus Larson  Hans Hanson  Le Xuan Hoan   《Coastal Engineering》2009,56(11-12):1084-1096

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Three-dimensional numerical modeling of nearshore circulation   总被引：1，自引：0，他引：1  

SUN Detong 《海洋学报(英文版)》2008,27(Z1):101-118

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Salt rollers: Structure and kinematics from analogue modelling     

Jean-Pierre Brun  Thomas P.-O. Mauduit 《Marine and Petroleum Geology》2009

Salt rollers are low-amplitude deflections of the upper surface of a salt layer which occur below zones of normal faulting in the overlying sediments. They are widely recognised in association with tilted blocks or listric fault rollover systems. Laboratory experiments on brittle ductile models made of sand and silicone putty are used to study the modes of development, the external shape and the internal structures of these salt rollers. Firstly, flow and strain patterns within décollement zones are described. Finite strain combines layer-perpendicular shortening and layer-parallel shear. Additional flow cells within rollers perturb the laminar flow of the décollement, inducing a passive folding of planar markers. The same type of flow and strain patterns occur in all types of rollers, ranging from those occurring below tilted blocks to those associated with growth faults. Finally, an analysis of roller shapes through the measurement of aspect ratios and asymmetry ratios shows that the shapes of tilted blocks rollers and growth fault rollers—which differ at initiation tend to converge with increasing deformation.  相似文献