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利用GPS-RTK技术进行既有线曲线整正测量研究   总被引:1,自引:1,他引:1  
既有线曲线整正测量是铁路既有线提速改造和工务部门大修设计的主要任务之一。需要改造的既有铁路一般均为繁忙干线,并行车密度较高。传统的测量方法是将测量仪器安置在线路上,这样不仅在作业过程中受行车干扰,作业效率也不够高,而曲线地段通视条件差,作业难度是相当大的。同时,作业人员的安全问题也变得十分突出。笔者提出采用先进的GPS-RTK技术,对既有线曲线整正进行测量。采用该技术不仅能克服气候条件的限制,而且能以较高的频率,较高的精度测定互不通视的各被测点的坐标,克服了传统的作业方法要求置镜点与被测点之间必须通视、作业受天气影响、存在误差累积、内业计算工作量大等缺陷。该法在保证作业人员安全的前提下大大提高作业效率。  相似文献   
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The wind potential around an intensely mountainous area has been studied and an experimental analysis is presented the output of which could be used in the wind farm planning procedure aiming at maximization of the wind power production output of an area. The wind speed of a chosen site of Central Greece was studied based on field measurements around a large mountainous area of Central Greece. Understanding flow in the foothills and the wider area of the mountains is of great importance for estimating wind resource in rough terrain. In this article, special focus was given to the speed-up effect and forced air flow around mountainous masses.  相似文献   
3.
既有线提速是高速铁路发展的重要方向之一。本文主要对轨道路基在列车荷载作用下的动力响应规律进行了研究。首先,建立轨道系统在移动荷载作用下的动力响应理论分析模型,该模型将轨道结构视为连续支承欧拉梁,对ANSYS软件进行二次开发,实现了模型的数值分析;然后,建立直线段轨道数值分析模型,利用该模型分析了荷载速度、载重、不平顺波长、不平顺波深对既有线路提速200 km/h客货共线直线段钢轨、轨枕的竖向位移及竖向加速度的影响。可为制定新的铁路养护技术规范提供技术参考。  相似文献   
4.
既有线曲线整正测量是铁路既有线提速改造和工务部门大修设计的主要任务之一。需要改造的既有铁路一般均为繁忙干线,并行车密度较高。传统的测量方法是将测量仪器安置在线路上,这样不仅在作业过程中受行车干扰,作业效率也不够高,而曲线地段通视条件差,作业难度是相当大的。同时,作业人员的安全问题也变得十分突出。笔者提出采用先进的GPS-RIK技术,对既有线曲线整正进行测量。采用该技术不仅能克服气候条件的限制,而且能以较高的频率,较高的精度测定互不通视的各被测点的坐标,克服了传统的作业方法要求置镜点与被测点之间必须通视、作业受天气影响、存在误差累积、内业计算工作量大等缺陷。该法在保证作业人员安全的前提下大大提高作业效率。  相似文献   
5.
ABSTRACT

As oil and gas production gradually shifts to deep and ultra-deep formations, the pressure and complexity of stratum is increased and drilling efficiency is decreased. Based on this, a Dual-diameter and bi-speed composite drilling method that can realize the different depth, diameter, and rotate speed coupling using only hole-bottom power is proposed in this paper. And a Dual-diameter and bi-speed composite drilling tool is designed, processed, and carried out to complete the field experiment. The tool is connected by a two-stage screw to make the rotate speed of a pilot bit higher than that of the reaming bit to increase the rate of penetration. And a concave bottom hole is formed so that the ground stress is released and the drillability of rock is lifted. Based on the introduction of the speed-up mechanism of the tool, the numerical analysis of the drilling performance of the tool with different diameter ratios and rotate-velocity combinations is completed. The experimental data showed that the Dual-diameter and bi-speed composite drilling method can obviously increase the rate of penetration and drilling efficiency, and also help to reduce the risk of stick-slip and prolong the service life of the drill bit.  相似文献   
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