面向带电作业的手臂末端输出力评估方法     

林子  熊鹏文  何孔飞  张发辉 《南京气象学院学报》2019,11(2):186-191

为了解决带电作业时手臂末端输出力的准确控制,提出一种基于表面肌电信号（sEMG信号）和支持向量机回归（SVR）实现对手臂末端施力的评估方法.通过手握机械手臂末端的手柄,做往复推拉运动,记录此时手柄处的力传感器的数据F,同时利用3组肌电信号传感器同步采集手臂的肌电信号.将肌电信号提取特征后,与力F组合成样本集合S,在样本集合中随机抽取50%的样本数据作为训练集,分别训练BP神经网络、GRNN神经网络以及SVR神经网络.最后用训练好的神经网络对整个样本集中的力F进行预测,并用均方根误差和相关系数评估模型的预测效果.结果显示,SVR神经网络的预测效果较好,其均方根误差为3.074 0,相关系数为0.951 7.  相似文献   

基于不同邻近标签数选择的LANDMARC定位算法研究     

谢亚琴  王超 《南京气象学院学报》2019,11(5):621-624

对于基于射频识别的LANDMARC室内定位算法而言,该系统采用"k近邻"算法,通过选取k个与待测标签相邻且符合特定条件的参考标签,最后根据这些标签的位置结合权值估算出待测标签的坐标信息.但是在实际的操作过程中,最近邻参考标签数的选取无指导原则,具有一定的盲目性.针对这一问题,通过选取与待定位参考点最近邻的参考节点作为未知点,通过搜索法获得最优的邻近标签数k,在随后的未知节点的定位过程中,选取k个邻近标签进行定位.经过多次实验,最终得出结论,使用改进后的LANDMARC算法的性能要优于原来经典的LANDMARC算法,精确度提升了10%左右,同时避免了k值选取的盲目性.  相似文献   

基于秒级探空资料的中国地区浮力频率分布          下载免费PDF全文

李芳芳  陈起英  吴泓锟 《应用气象学报》2019,30(5):629-640

浮力频率用来描述大气层结稳定性,反映大气扰动强弱。利用2014年6月-2017年5月中国地区高垂直分辨率的秒级探空资料,分析了中国地区浮力频率的时空分布特征。结果表明:中国地区大气浮力频率总体随高度的增加而增大,低平流层值大于对流层值;对流层和低平流层中浮力频率随高度变化均较小可视为常数,过渡层浮力频率随高度变化较大,对流层中浮力频率受地形影响较平流层大。对流层中北方地区5 km高度以下的浮力频率随时间呈现出较弱的周期变化,周期为1年,峰值出现在冬季,南方地区随时间无明显变化;在过渡层中南北地区的浮力频率随时间均呈现出1年的周期变化,峰值出现在冬季,谷值出现在夏季;在低平流层中南北地区浮力频率随时间均无明显变化。浮力频率的大小变化对重力波参数有较大影响,秒级探空资料计算的的浮力频率和风速切变更精细,较常规探空资料更准确地反映大气稳定度的变化。  相似文献   

小尺度断裂沿层曲率敏感性研究     

胡建波 《地质与勘探》2023,59(4):891-900

沿层曲率作为地震属性的一种,不仅有数学几何意义更有着重要的地质意义。和相干体相比,沿层曲率在油气勘探中常被用于刻画地质构造形态及断裂精细解释,特别是在小尺度断裂发育的地区更为有效。而在实际工作中,有时利用沿层曲率所描述的断裂效果不太明显。为进一步明确对于刻画断裂结果的影响因素及其适用条件,以鄂尔多斯盆地Q区Tj9为研究对象,基于Geoeast软件对该区小尺度断裂系统从选取属性、方位角、频带三个方面展开分析。结果表明：（1）曲率比相干体更适用于刻画较小尺度的断层;（2）平面上从平行断裂的方位观测,断裂识别不清晰;从垂直断裂的方位观测,易于识别;（3）在反射层同相轴较强时,中高频段对断裂识别更清楚;在反射层同相轴较弱时,中频段对断裂识别更清楚。因此可以根据不同属性、不同方位角、不同频带对断裂的敏感程度,用不同的数据体解释小尺度断裂,提高对断层刻画的精度,为复杂油气勘探寻找有利区奠定基础。  相似文献   

投弃式海流电场剖面仪中模拟电路的研制     

李鹏宇  张启升  周珂宇  林祖灿  蒋兴远 《现代地质》2023,37(1):107-113

投弃式海流电场剖面仪(XCP)是利用海流切割地磁场产生感生电场的原理进行快速测量海流的观测仪器,在地磁场稳定的情况下,感生电场的大小主要取决于海流的速度。因此,通过测量海流产生的感生电场便可以研究海流的运动特征。本文研制了用于XCP中的模拟电路,实现了对XCP中电极信号、罗盘线圈信号及温度信号的采集预处理。所设计模拟电路主要实现以下功能：(1)通过INA128放大电路实现对电极信号与罗盘线圈信号的多级放大处理;(2)考虑到电极信号与罗盘线圈信号均为频率16 Hz左右的信号,在电路中加入中心频率点为16 Hz的二阶带通滤波电路以提取有效信号;(3)进行硬件电路补偿,在一定程度上克服XCP探头下沉引起感生电场的强干扰。实验测试结果表明,所设计模拟电路稳定可靠,可以实现滤除噪声,提取前端微弱信号并进行多级放大,满足实际应用需求。  相似文献   

一种CORS站高程序列噪声识别算法     

吉长东  吕广涵  张恒璟  崔东东 《测绘科学》2021,46(3):8-16

针对能量密度谱判断噪声与信号主导模态分界点性能不稳定的问题,该文提出基于夹角余弦的分界点判断方法。该方法首先利用EEMD对CORS站高程数据进行分解,其次计算原始信号与各阶模态分量的夹角余弦值,最后根据夹角余弦值的首次逆向转折位置判定噪声主导模态和信号主导模态的分界点。以4个CORS基准站近20年原始高程时间序列信号为研究对象,对噪声与信号模态分量分界点进行判定,实验结果表明采用基于夹角余弦的判定方法可以一次判断出噪声和信号模态分量的分界点。该方法应用到CORS站高程信号与噪声序列的识别中性能更加稳定。  相似文献   

浅地层剖面系统在福建沿海海底沉船调查中的应用     

李海东  胡毅  许江  林兆彬  刘伯然  王恒波  郑江龙 《海洋技术学报》2019,38(1)

海底沉船是水下文化遗产的一种重要类型和存在形式,利用综合地球物理手段对福建平潭、莆田及福州海域的海底沉船进行了探测研究,并重点探讨了不同浅地层剖面系统及不同探测频率在不同埋藏状态的水下文物调查中的应用。结果表明:浅地层剖面探测能够有效识别处于不同埋藏状态的沉船,尤其对探测埋藏海底面以下的沉船具有其他探测手段无法比拟的优势,但是探测频率的调节对目标物探测结果存在较大差异,对于埋藏式的海底沉船低频信号探测效果较理想。  相似文献   

Experimental study on wide-shallow composite bucket foundation for offshore wind turbine under cyclic loading     

Xuyue Wang  Hongyan Ding  Yonggang Liu 《Marine Georesources & Geotechnology》2019,37(1):1-13

As an appropriate type of foundation for offshore wind turbines (OWTs), wide-shallow composite bucket foundation (WSCBF) is cost-competitive, and it has a unique and special substructure that comprises seven internal rooms arranged in a honeycomb-like structure. In this study, the cyclic behavior of WSCBF for OWTs embedded in saturated clay was investigated using a large-scale model subjected to lateral cyclic loading. The responses of foundation under constant- and various-amplitude cyclic loadings were recorded in terms of displacements, rotations, and bending moments. The variations in stiffness and damping were obtained, and a collaborative bearing mechanical model between the bucket and soil was considered, which was beneficial for improving the stiffness of the whole structure. Accumulative deformation was found to have little effect on the bearing capacity of the foundation. Dynamic analysis in frequency domain was further performed on both moment and rotation data, and the complex, frequency-dependent impedance was also studied.  相似文献   

Uncertainty analysis of soil-pile interactions of monopile offshore wind turbine support structures     

《Applied Ocean Research》2019

The objective of this work is to study the uncertainties involved in the modelling of the soil-pile interaction concerning their influence on the prediction of the dynamic structural response of monopile offshore wind turbine support structures. Two main issues are identified and addressed: the adequacy of the method used to deal with the soil-pile interactions and the adequacy of the soil properties reflecting the behaviour of the soil. The present study develops an approach that defines the penetrated pile length depending on the soil profile. Also, a parameter is defined to avoid the excessive usage of steel for the penetrated pile structure. The uncertainties are included in the probabilistic free vibration analysis and the contribution of each random variable to the scatter of the response is estimated by performing a sensitivity analysis. The results indicate that the uncertainty involved in the modelling of the soil profile has a significant effect on the coefficient of variance of the natural frequency, which is a serious issue to be considered in the fatigue life assessment of offshore wind turbine support structures.  相似文献   

An ensemble approach for the analysis of extreme rainfall under climate change in Naples (Italy)     

Roberta Padulano  Alfredo Reder  Guido Rianna 《水文研究》2019,33(14):2020-2036

In the present paper, an ensemble approach is proposed to estimate possible modifications caused by climate changes in the extreme precipitation regime, with the rain gauge Napoli Servizio Idrografico (Naples, Italy) chosen as test case. The proposed research, focused on the analysis of extremes on the basis of climate model simulations and rainfall observations, is structured in several consecutive steps. In the first step, all the dynamically downscaled EURO‐CORDEX simulations at about 12 km horizontal resolution are collected for the current period 1971–2000 and the future period 2071–2100, for the RCP4.5 and the RCP8.5 concentration scenarios. In the second step, the significance of climate change effects on extreme precipitation is statistically tested by comparing current and future simulated data and bias‐correction is performed by means of a novel approach based on a combination of simple delta change and quantile delta mapping, in compliance with the storm index method. In the third step, two different ensemble models are proposed, accounting for the variabilities given by the use of different climate models and for their hindcast performances. Finally, the ensemble models are used to build novel intensity–duration–frequency curves, and their effects on the early warning system thresholds for the area of interest are evaluated.  相似文献