直线型海洋重力仪负漂移原因分析及处理     

王劲松  叶宇星  徐行  等 《江苏地质》2016,40(2):326-330

分析了直线型KSS31M(SN035)海洋重力仪短期负漂移现象的原因、采取的处理措施和经验总结,认为在减震措施不足的情况下,重力仪长期经受震动,而频繁的搬动会使重力仪弹性系统中的金属弹簧产生较大的弹性疲劳,这种影响在短时间内无法完全消除,由此可能导致月漂移超标;陀螺稳定平台轴因承受震动磨损较严重,轴承间隙变大,导致安装在平台之上的重力传感器经过抛物线测试之后不能完全垂直指向地心,重力在水平方向存在一个微小的分量,最终导致重力读数偏小,即短期负漂移;重力基点环境的变化等对漂移也有一定的影响。建议在搬动重力仪后将仪器保持足够长时间的恒温后再开机,密切监测一段时间,以确保仪器处于良好的工作状态。  相似文献   

应用两次展开法求解系泊柱体慢漂运动方程     

金瑞佳  滕斌  吕林 《海洋工程》2016,34(5):11-19

在深海中系泊的海洋平台,如Spar平台,水下部分为带有系泊的圆柱结构,其水平方向运动响应往往具有较低的自振频率,容易在低频波浪力(源于非线性的差频效应)作用下发生共振响应,使结构发生大幅水平慢漂。当浮体的瞬时位置大幅偏离初始位置时,基于初始平衡位置的摄动展开法会存在较大误差。针对这一问题,采用两次展开方法,对大幅慢漂运动开展时域模拟研究。对双色波作用下自由漂浮圆柱的大幅运动响应问题进行数值分析,并与采用基于初始平衡位置的摄动展开法的计算结果进行了对比。结果表明,采用新的两次展开法可以计算出波浪遭遇频率的变化和波浪漂移阻尼,而这无法从基于初始平衡位置的常规摄动展开法中得到,体现了两次展开法在分析大幅慢漂问题上的优势。  相似文献   

Development of A Depth-Integrated Longshore Current Model with Unstructured Grids     

陈超  张庆河 《海洋工程》2016,(5):718-732

A depth-integrated model for simulating wave-induced longshore current was developed with unstructured grids. Effects of surface roller and horizontal mixing under combined waves and currents were incorporated in the numerical model. Recommended values of model coefficients were also proposed based on sensitivity analysis. Field observations and three series of laboratory measurements including two cases conducted on the plane beach and one implemented on the ideal inlet were employed to examine the predictive capability of this model. For the field case and laboratory cases conducted on the plane beach, numerical results were compared favorably with the measured data. For the case with an ideal inlet, simulated circulation pattern is supposed to be reasonable although some deviations between numerical results and measured data still can be detected.  相似文献   

考虑方位漂移的水平井井眼轨道设计   总被引：1，自引：1，他引：0       下载免费PDF全文

王世栋  张志刚  耿雪樵  于彦江  陈奇 《探矿工程》2018,45(7):14-18

目前,深层页岩气水平井在钻井过程中经常出现方位漂移的问题,方位漂移严重影响了水平井的井眼轨迹控制,进而影响水平井的准确中靶。在现场施工中,通常根据施工区以前的钻井经验,在进行定向造斜时,先估计出一个“方位超前角”,这种现场的做法有着很大的不确定性,并且可能出现较大误差。本文提出了考虑方位漂移的水平井井眼轨道优化设计的方法,解决了仅凭现场经验给出的“超前角”不准确的问题。考虑方位漂移的水平井井眼轨道优化设计按照井段划分,将地层因素与井身剖面结合起来求取井段的平均方位漂移率。根据该方法研制开发了考虑方位漂移的水平井井眼轨道优化设计软件,并通过举例进行了验证,证明了方法是可行的。  相似文献   

Application of FY-2C Cloud Drift Winds in a Mesoscale Numerical Model     

LI Huahong  WANG Man  XUE Jishan  QI Minghui 《Acta Meteorologica Sinica》2010,24(6):740-748

Statistical tests and error analysis of cloud drift winds(CDWs) from the FY-2C satellite were made by using radiosonde observations.According to the error characteristics of the CDW,a bias correction using the thermal wind theory was applied in the data quality control.The CDW data were then assimilated into the GRAPES-meso model via the GRAPES-3DVar.A torrential rain event that occurred in northwestern China during 1-2 July 2005 was simulated.The results indicate that the CDW data were mainly distribute...  相似文献   

Satellite-tracked drifting buoy observations in the south equatorial current in the Indian Ocean     

S R Shetye  G S Michael 《Journal of Earth System Science》1988,97(2):149-157

Three satellite-tracked drifting buoys released in the south equatorial current in the Indian Ocean followed the path of the current moving westward approximately zonally in the vicinity of 10 S latitude. On nearing the east coast of Africa two buoys moved north and the third moved south. Over the open sea regime the buoys moved with a speed of approximately 30 cm/s at an angle of about 35° to the left of the wind. The overall tendencies seen in the buoy drift are similar to those observed elsewhere in the world oceans.  相似文献   

Life-cycle cost analysis of design practices for RC framed structures   总被引：1，自引：1，他引：1  

Nikos D. Lagaros 《Bulletin of Earthquake Engineering》2007,5(3):425-442

The objective of this study is to perform life-cycle cost analysis on three design practices namely weak ground storey, short and floating columns and their combinations. Life-cycle cost analysis is recognized as the only suitable tool for assessing the structural performance when the structure is expected to be functional for a long period of time. Life-cycle cost analysis is considered in this study assessing the behaviour of the three design practices against earthquake hazard. Although, a number of checks are performed in order to reduce the influence of these design practices on the seismic behaviour of reinforced concrete (RC) framed structures, it was found that the total life-cycle cost of partially infilled RC designs is significantly increased compared to that of the fully infilled one. Through the test example examined in the framework of this study general conclusions are obtained regarding the behaviour of the three design practices.  相似文献   

平极长期漂移与地球平均下地幔黏性估计          下载免费PDF全文

杨志根 《地球物理学报》2001,44(6):736-746

利用9个国际纬度观测站的平纬长期变化序列,重新讨论并估计了平极的长期漂移,得到漂移的平均速率为(3.356“±0.142”)×l0-3/a,方向为西经78.7°±2.5°.进一步基于最新的ICE-4G冰期后地壳反弹模型,采用地球上8个冰盖的冰融参数,估计了理论的平极长期漂移方向为西经74.8°.由观测的平极长期漂移速率为约束,基于1066B地球模型,估计得到地球平均下地幔的黏性为vLM=(0.5-1.7)×1022Pa^.s,表明vLM应具有近1022Pa^.s量级,并认为地球平极的长期漂移很可能是由最近的21000年以来冰期后的地壳反弹所致.  相似文献   

多次透射公式的一种稳定实现措施   总被引：3，自引：2，他引：3  

周正华  廖振鹏 《地震工程与工程振动》2001,21(1):9-14

基于对双曲偏微分议程数值解稳定性的GKS（Gustafsson,Kreiss and Sundstrom）准则的物理解释，本文提出了在波动模拟中多次透射公式飘移失稳的一个简单措施，并用波源问题和散射问题的数值试验检验了建议的稳定措施的有效性。  相似文献   

1945－1995地磁场功率谱及其长期变化     

王月华  谭东海 《地球物理学进展》1996,(3)

本文根据最新修正的国际地磁参考场模型，研究了１９４５－１９９５地磁场中心偶极矩变化，地磁总场及其分量Ｘ、Ｙ、Ｚ的空间功率谱，地磁场长期变化谱的经向漂移和纬向漂移的功率谱和西向漂移速度。研究中发现最近５０年偶极矩仍在继续衰减，空间功率谱的变化也呈减小趋势。在经向谱的漂移中观察到１９７０年出现最小值，而在纬向漂移变化中１９７０年出现最大值，西向漂移速度的变化也在１９７０年出现最大值，这种现象正是１９７０年发生的地磁长期变化的突变，称作地磁＂Ｊｅｒｋ＂。  相似文献