89C51实现光电经纬仪摄影机目标距离的显示

介绍一种以89C51为核心，通过AD和LED，实现光电经纬仪摄影机目标距离显示的方法。该方法提出了一些新的设计方案，从而使整个系统结构简单，运行可靠。     

深水资料浮标中温度传感器电路的设计

本文对深水资料浮标中温度传感器的电路原理作了介绍。传感器中的感温元件,采用两端单片集成温度传感器AD590;整个测温电路仅用一片高精度4×1/2位A/D转换器7135;为了能方便地检验和标定温度值,在电路上还设计了温度显示部分,并设计了闭显的功能,以达到省电的目的。     

中国铬矿资源2010年保证程度与前景

至１９９３年底，我国已勘查的铬矿区有５６处，累计探明铬矿石储量１３０５．３万ｔ，主要分布于西藏，新疆，内蒙古等省区，贫矿与富矿（Ｃｒ２Ｏ３〉３２％）大体各占一半，多为中小型矿床，矿床成因主要为岩浆晚期矿床。冶金工业生产不锈钢是铬矿石的最大消费领域，按不锈钢与钢产量比和我国铬矿生产能力测算，２０１０年只能满足国内铬矿石需求量的１５％，其余要靠进口解决。西藏是国内找铬矿的最佳远景区。     

基于新型高频声学多普勒流速剖面仪的河口近底部边界层观测初探

河口物质输运、能量交换与底边界层内的水动力过程密切相关,底边界层参数(如切应力、拖曳系数)的确定至关重要。挪威Nortek公司生产的新型声学多普勒流速剖面仪AD2CP相比传统ADCP具有高频、低噪的优点,可用于高频(16Hz)流速剖面观测,而被广泛应用于底边界层观测的ADV只能测量单点高频流速。本文采用AD2CP在长江口南槽最大浑浊带区域进行座底式观测,并与同步近底部三脚架上ADV的观测结果进行对比。结果表明,使用AD2CP测得的近底部平均流速与ADV的测量结果吻合良好;使用惯性耗散法计算了底切应力,基于ADV的单点高频流速数据计算结果为2.16×10~(-2)～5.69×10~(-1)N/m~2,基于AD2CP的结果为2.09×10~(-2)～4.26×10~(-1)N/m~2,二者范围大致相当。在此基础上,基于AD2CP数据计算出摩阻流速为4.55×10~(-3)～2.06×10~(-2)m/s、底拖曳系数范围为1.84×10~(-4)～2.49×10~(-3),与ADV的计算结果基本一致。此外,由于AD2CP可以获得高频的流速剖面数据,优于单点ADV,具备观测近底部边界层参数和边界层内湍流剖面的潜力。     

SWY11-2高精度小型测温仪

介绍一种新型的SWY11-2高精度小型水温测量仪器。该仪器传感器的感温元件采用负温度系数(NTC)热敏电阻,它具有温度系数大、灵敏度高、热容量小、响应速度快、分辨率高和成本低的特点;电路系统使用24位A/D转换器、低功耗单片机,并通过充分开发芯片资源,提高系统电路集成度,从而达到体积小、功耗低、操作简单的特点;为了达到海上恶劣条件下快速操作,其结构还采用了无工具拆装的设计。仪器在海上现场与加拿大RBR公司的TR1060水温仪比测试验,结果证明仪器性能接近国外高精度产品的水平,SWY11-2型测温仪与进口同类仪器相比,具有成本低和服务方便的优势,今后定有广阔的应用前景。     

高精度温度采集系统设计

针对高精度温度采集的需求,设计了一个以低功耗单片机MSP430F149作为核心处理器,以PT100铂电阻为传感器的温度采集系统。为了提高系统的复用性,采用精密电阻法,从硬件设计上消除了恒流源电流漂移以及A/D转换电路参考电压精度对温度测量数据的影响。重点描述了系统设计方案,详细说明了恒流源选择的原则、电流偏差的消除以及AD7792转换器的操作步骤。实验结果表明,温度测量精度优于0.1 ℃。对比试验表明,系统稳定性良好,已应用于业务产品中。     

基于方志资料重建1644-1949年长江三角洲地区台风频次序列(英文)

The proxy records on typhoons in the Yangtze River Delta from 1644 to 1949AD were extracted from historical chorographies in the Qing Dynasty and the Republic of China Period.In reference to the basic principles for identifying historical typhoons,time series on the Yangtze River Delta over a period of 306 years were developed.The conclusions are as follows.(1) There were a total of 241 typhoons from 1644 to 1949AD.Using the historical chorographies from 1884 to 1949AD,the number of typhoons was 65,equal to 87.8% recorded by meteorological observation.The number of years with differences in typhoon activities reconstructed using two ways no more than once is 55,reaching 83.3% in the period from 1884 to 1949AD.This result means the series of historical typhoons reconstructed using historical chorographies can represent the change of typhoon activities over years.(2) The average number of typhoon activities is 0.79 times per year from 1644 to 1949AD,and they show an increasing trend.These 306 years can be divided into three periods by the average number of typhoon activities:it is low from 1644 to 1784AD,and more typhoon activities are found from 1785 to 1904AD.It is worth noting that the number of typhoon activities reaches the summit in the last period,which is 1.2 times per year from 1905 to 1949AD.(3) Before the 20th century,the number of typhoon activities in warm periods is less than the number of cold periods.However,the number of typhoon activities increased dramatically in the early 20th century.Comparing the typhoon activities with El Ni o events,the data show that the number of typhoon activities did not increase when El Ni o occurred.     

国家级自动气象站蓄电池智能控制检测系统设计

对国家级自动气象站供电系统深入研究,通过对蓄电池充放电进行细微控制,设计报警电路、寿命检测电路和远程监控上位机软件系统,实时监测蓄电池状态,对蓄电池长期处于浮充状态致使其寿命缩减的设计缺陷进行改进。该系统采用Freescale高性能处理器和以AD8210为核心的高边电流检测电路,实时对分流电阻的微电流进行检测,及时阻止危害蓄电池使用寿命的过充和过放,通过声光报警电路和数据通信电路将交流电断电报警、蓄电池电压、使用寿命和充电间隔等信息传送到Labview编写的上位机软件,提醒观测员及时处理,同时配合RTC时钟模块,每3个月自动对蓄电池进行充放电维护,不仅有效延长了蓄电池的使用寿命,还解决了蓄电池充放电维护问题,减少了国家站备份蓄电池每两年更换造成的资源浪费。     

Nonlinear FE model updating and reconstruction of the response of an instrumented seismic isolated bridge to the 2010 Maule Chile earthquake

Nonlinear finite element (FE) modeling has been widely used to investigate the effects of seismic isolation on the response of bridges to earthquakes. However, most FE models of seismic isolated bridges (SIB) have used seismic isolator models calibrated from component test data, while the prediction accuracy of nonlinear FE models of SIB is rarely addressed by using data recorded from instrumented bridges. In this paper, the accuracy of a state‐of‐the‐art FE model is studied through nonlinear FE model updating (FEMU) of an existing instrumented SIB, the Marga‐Marga Bridge located in Viña del Mar, Chile. The seismic isolator models are updated in 2 phases: component‐wise and system‐wise FEMU. The isolator model parameters obtained from 23 isolator component tests show large scatter, and poor goodness of fit of the FE‐predicted bridge response to the 2010 Mw 8.8 Maule, Chile Earthquake is obtained when most of those parameter sets are used for the isolator elements of the bridge model. In contrast, good agreement is obtained between the FE‐predicted and measured bridge response when the isolator model parameters are calibrated using the bridge response data recorded during the mega‐earthquake. Nonlinear FEMU is conducted by solving single‐ and multiobjective optimization problems using high‐throughput cloud computing. The updated FE model is then used to reconstruct response quantities not recorded during the earthquake, gaining more insight into the effects of seismic isolation on the response of the bridge during the strong earthquake.     

2010智利莫尔M_W8.8地震对其破裂区及附近地区地震活动性的影响

强震的发生与地壳中应力增加有关。库仑破裂应力被用于研究由于某次强震发生所产生的应力变化。2010年智利莫尔M_W8.8地震发生之后,其破裂区以南地区没有发生M≥6.0地震,而在其以北地区于2015年在智利发生了伊亚佩尔M_W8.3级地震。在这两个地区地震活动性悬殊。本文利用库仑破裂应力研究了2010年智利莫尔M_W8.8地震在这两个地区产生的应力变化。结果表明,2010年智利莫尔M_W8.8地震在其破裂区以北地区产生的应力变化为正值,有利于断层错动发震,而在其破裂区以南地区产生的应力变化为负值,具有抑制断层错动发震的作用。