丽江2.4米望远镜检偏器控制系统设计     

辛玉新  屈中权  范玉峰  张瑞龙  和寿圣 《天文研究与技术》2012,(1):78-85

偏振测量是天文四大测量(光谱,光度,偏振,图像)手段之一,而检偏器是进行天体偏振测量的有力工具之一。通过TCP/IP协议控制步进电机驱动检偏器旋转一定的角度值,通过RS485串行通讯实时读取光电绝对编码器的读数作为检偏器绝对位置的反馈量,从而构成一个闭环控制系统。最终实现了转动误差0.42°,步进角度22.5°,转动范围0°～360°的偏振闭环控制系统,完全满足天体偏振测量的基本要求。  相似文献   

Temporal-moment matching for truncated breakthrough curves for step or step-pulse injection     

Jian Luo  Olaf A. Cirpka  Peter K. Kitanidis 《Advances in water resources》2006

The method of temporal moments is an efficient approach for analyzing breakthrough curves (BTCs). By matching the moments of the BTCs computed through parametric transfer-function models or one-dimensional transport models to those of the data, one can estimate the parameters characterizing the transfer function or apparent transport parameters. The classical method of moments presumes infinite duration. However, the measurement of BTCs is usually terminated prematurely, before the concentration has reached zero. Unless this truncation of the BTCs has been taken into account, the estimates of the parameters may be in error. Truncated measured BTCs are sometimes extrapolated assuming exponential decay. In this study, we use the concept of moments of the truncated impulse–response function [Jawitz JW. Moments of truncated continuous univariate distributions. Adv Water Res 2004;27:269–81] in the analysis of truncated BTCs corresponding to the commonly encountered step and step-pulse injection modes. The method is straightforward, based on the relation, which we derive, between truncated moments of the impulse–response function and the measured BTC. It is practical to apply and does not require the extrapolation of the measured BTC. The method is also accurate. In a numerical study we discuss how short a step-pulse injection may be so that we can approximate it as instantaneous. Finally, we apply the method to the analysis of a field-scale tracer test.  相似文献   

A proposed mechanism for storm beach sedimentation     

Julian D. Orford 《地球表面变化过程与地形》1977,2(4):381-400

One of the major problems of shingle beach dynamics is the method by which coarse gravel is transferred from beach face to storm beach, the latter often lying several metres above high spring tidal levels. The mechanism which is usually proposed, cites the action of plunging breakers as being central to this problem of sediment transfer. However, the nature of net residual fluid force of plunging breakers is deemed unsatisfactory for any substantial upbeach (onshore) sediment transport during storm conditions on gravel beaches. A mechanism is proposed by which high still water levels due to high astronomical tides, onshore storm force winds and allied wave surge, promote shoaling characteristics and beach profile changes which are conducive to spilling breaker development at tidal extremities. It is the net onshore fluid force vector of the spilling breaker overtopping the beach crest which may be the cause of extreme sedimentation events on the storm beach. An example of such sediment transfer is given for a known storm beach sedimentation event at Llanrhystyd gravel beach, West Wales, during February 1974. Process variables were monitored on several days allowing the use of an inshore breaker steepness criterion, to indicate positions in the tidal regime where plunging breakers give way to spilling forms. This example serves to suggest that more attention should be given to the nature and characteristics of shoaling waves, especially in respect of breaker type, when examining problems of shingle beach dynamics and sedimentation.  相似文献   

北京地区大雾形成的分析和预报   总被引：58，自引：6，他引：52       下载免费PDF全文

吴洪  邵洁 《应用气象学报》2000,11(1):123-127

根据1958~1994年首都机场大雾观测记录, 统计分析北京地区大雾生成的气候概况, 计算分析大雾形成前各种物理量场的分布和观测数据, 提出预报北京地区大雾的方法.并于1998年7~11月进行了预报检验.  相似文献   

“冲击法”在求函数傅氏变换中的应用     

张炎生  周珏 《成都信息工程学院学报》1996,(3)

讨论了阶跃函数、斜升函数和经多次微分后能得到一系列冲击函数的特殊函数傅里叶变换的求解方法。该方法中充分利用了冲击函数这一特殊函数的特性，使求傅氏变换变得简单、快速、避免了繁琐的积分运算  相似文献   

An approach to interpretation of step drawdown tests     

Shashank Shekhar 《Hydrogeology Journal》2006,14(6):1018-1027

To understand the behaviour of drawdown with discharge under site-specific conditions, a step drawdown test (SDT) was conducted on a tubewell in alluvium near Delhi, India, and the data were analyzed to find the value of well efficiency. The entrance velocity of groundwater into the well screen was computed to see if it exceeded the safety limit of 0.03 m/s. Reynold's number (Re) was also calculated to study the nature of flow at the well screen. The decrease in efficiency of the well at higher discharge was attributed to an increase in turbulence and curvature of the flow path of water. An alternative, more efficient approach has been put forward, using a spreadsheet programme to fit a polynomial trend line on a plot of drawdown versus discharge and deriving a polynomial trend line equation. This equation predicts the behaviour of drawdown with discharge under site-specific conditions. The calculated efficiency of the tubewell can, at best, be regarded as a reflection of head loss on account of the laminar flow from the aquifer.  相似文献   

An elastoplastic model for the analysis of a driven pile extended with a micropile     

《Computers and Geotechnics》2017

An elastoplastic model for the analysis of a driven pile extended at the bottom with a micropile under axial load is presented. The model is an extension of the integral equation method of Poulos and Davis. The finite-difference scheme used to obtain the pile displacements is reformulated to take into account the discontinuity in the stress distribution at the joint between pile and micropile. The results obtained with the proposed method are compared with the outcomes of a more sophisticated finite element simulation, and also with data from full-scale load tests. Reasonably good agreement is obtained in both cases.  相似文献