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基于全站仪非接触自动监测巷道围岩变形及分析 被引量:3
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作者 米延华 刘立新 《测绘与空间地理信息》 2005年第3期9-11,共3页
论述全站仪结合计算机组成巷道围岩变形,自动量测及分析系统的原理、功能及其开发应用,提出全站仪自由设站3维坐标非接触量测、单站独立坐标测线等围岩变形量测的理论和方法,并建立相应的数学平差模型,使围岩变形非接触监测具有更好的... 论述全站仪结合计算机组成巷道围岩变形,自动量测及分析系统的原理、功能及其开发应用,提出全站仪自由设站3维坐标非接触量测、单站独立坐标测线等围岩变形量测的理论和方法,并建立相应的数学平差模型,使围岩变形非接触监测具有更好的可靠性和精度。通过对全站仪观测数据后处理软件的设计和开发,在机载软件控制下,无需进行对中、量仪高,全站仪可自动完成对目标点的监测,由计算机进行所有的数据处理、回归分析和预报,为巷道施工提供及时的信息反馈。 展开更多
关键词 围岩 变形观测 全站仪 非接触自动监测 数据处理 数学平差模型 巷道施工
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The Marine Dynamics and Changing Trend off the Modern Yellow River Mouth 被引量:4
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作者 WANG Nan LI Guangxue +3 位作者 XU Jishang QIAO Lulu DADA Olusegun A. ZHOU Chunyan 《Journal of Ocean University of China》 SCIE CAS 2015年第3期433-445,共13页
Topography around the Yellow River mouth has changed greatly in recent years, but studies on the current state of ma- rine dynamics off the Yellow River mouth are relatively scarce. This paper uses a two-dimension num... Topography around the Yellow River mouth has changed greatly in recent years, but studies on the current state of ma- rine dynamics off the Yellow River mouth are relatively scarce. This paper uses a two-dimension numerical model (MIKE 21) to reveal the tidal and wave dynamics in 2012, and conducts comparative analysis of the changes from 1996 to 2012. The results show that M2 amphidromic point moved southeastward by 11 kin. It further reveals that the tides around the Yellow River mouth are relatively stable due to the small variations in the tidal constituents. Over the study period, there is no noticeable change in the distribution of tidal types and tidal range, and the mean tidal range off the river mouth during the period studied is 0.5-1.1 m. However, the tidal currents changed greatly due to large change in topography. It is observed that the area with strong tidal currents shifted from the old river mouth (1976-1996) to the modem river mouth (1996-present). While the tidal current speeds decreased continually off the old river mouth, they increased off the modem river mouth. The Maximum Tidal Current Speed (MTCS) reached 1.4 m s-1, and the maximum current speed of 50-year return period reached 2.8 m s-1. Waves also changed greatly due to change in topography. The significant wave height (H1/3) of 50-year return period changed proportionately with the water depth, and the ratio of Hi/3 to depth being 0.4-0.6. H1/3 of the 50-year return period in erosion zone increased continually with increasing water depth, and the rate of change varied between 0.06 and 0.07myr-1. Based on the results of this study, we infer that in the future, the modem river mouth will protrude gradually northward, while the erosion zone, comprising the old river mouth and area between the modern river mouth and the old river mouth (Intermediate region) will continue to erode. As the modem river mouth protrudes towards the sea, there will be a gradual increase in the current speed and decrease in wave height. Conversely, the old river mouth will retreat, with gradual decrease in current speed and increase in wave height. As more coastal constructions spring up around the Yellow River mouth in the future, we recommend that variation in hydrodynamics over time should be taken into consideration when designing such coastal constructions. 展开更多
关键词 Yellow River mouth tidal dynamics WAVE numerical simulation change trend 50-year return period
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