一种高效率的软件开发方法--以用户为中心的软件开发方法(UCD)

软件开发是海洋监测技术与设备研究与开发的一个重要的环节,软件开发质量的高低直接关系到海洋监测仪器和设备的质量。文中阐释了以用户为中心的软件开发方法的概念、特点以及其实施中的基本原则和关键活动,并对传统的软件开发方法和以用户为中心的软件开发方法进行了比较研究。该方法不仅提高了用户的生产效率和生产质量,而且还减少了企业支持和培训方面的费用,提高了产品和服务的竞争力。     

第一原理计算过渡金属掺杂尖晶石型LiMn2O4的电子结构

尽管对过渡金属掺杂锰酸锂后放电平台的升高现象有众多实验研究,但对其机理的研究却鲜见报道.采用第一原理的密度泛函理论,计算了过渡金属M(M=Ti、Cr、Fe、Co、Ni、Cu、Zn)掺杂尖晶石型LiMn2O4的电子结构,并以此分析放电平台的升高机理.电子态密度分析发现由于M-3d能带的诱导作用,出现了新的O-2p能带,而锂脱出时获得的电子,主要是由费米能级附近O-2p能带提供的.当过渡金属M由Ti变化到Zn时,M-3d能带逐渐向低能量的方向移动,新的O-2p能带出现的位置也随之下移,当Li脱出时,需要更多的能量才能从低能量的O-2p能带上获得电子,因而体系能够获得较高的嵌入电压.     

Guiding ecological principles for marine spatial planning

The declining health of marine ecosystems around the world is evidence that current piecemeal governance is inadequate to successfully support healthy coastal and ocean ecosystems and sustain human uses of the ocean. One proposed solution to this problem is ecosystem-based marine spatial planning (MSP), which is a process that informs the spatial distribution of activities in the ocean so that existing and emerging uses can be maintained, use conflicts reduced, and ecosystem health and services protected and sustained for future generations. Because a key goal of ecosystem-based MSP is to maintain the delivery of ecosystem services that humans want and need, it must be based on ecological principles that articulate the scientifically recognized attributes of healthy, functioning ecosystems. These principles should be incorporated into a decision-making framework with clearly defined targets for these ecological attributes. This paper identifies ecological principles for MSP based on a synthesis of previously suggested and/or operationalized principles, along with recommendations generated by a group of twenty ecologists and marine scientists with diverse backgrounds and perspectives on MSP. The proposed four main ecological principles to guide MSP—maintaining or restoring: native species diversity, habitat diversity and heterogeneity, key species, and connectivity—and two additional guidelines, the need to account for context and uncertainty, must be explicitly taken into account in the planning process. When applied in concert with social, economic, and governance principles, these ecological principles can inform the designation and siting of ocean uses and the management of activities in the ocean to maintain or restore healthy ecosystems, allow delivery of marine ecosystem services, and ensure sustainable economic and social benefits.     

Some statistical characteristics of large deepwater waves around the Korean Peninsula

The relationship between significant wave height and period, the variability of significant wave period, the spectral peak enhancement factor, and the directional spreading parameter of large deepwater waves around the Korean Peninsula have been investigated using various sources of wave measurement and hindcasting data. For very large waves comparable to design waves, it is recommended to use the average value of the empirical formulas proposed by Shore Protection Manual in 1977 and by Goda in 2003 for the relationship between significant wave height and period. The standard deviation of significant wave periods non-dimensionalized with respect to the mean value for a certain significant wave height varies between 0.04 and 0.21 with a typical value of 0.1 depending upon different regions and different ranges of significant wave heights. The probability density function of the peak enhancement factor is expressed as a lognormal distribution, with its mean value of 2.14, which is somewhat smaller than the value in the North Sea. For relatively large waves, the probability density function of the directional spreading parameter at peak frequency is also expressed as a lognormal distribution.     

A joint distribution of significant wave height and characteristic surf parameter

The paper provides a joint distribution of significant wave height and characteristic surf parameter. The characteristic surf parameter is given by the ratio between the slope of a beach or a structure and the square root of the characteristic wave steepness in deep water defined in terms of the significant wave height and the spectral peak period. The characteristic surf parameter is used to characterize surf zone processes and is relevant for e.g. wave run-up on beaches and coastal structures. The paper presents statistical properties of the wave parameters as well as an example of results corresponding to typical field conditions.     

《军官地图集》电子版的设计

本文系统阐述了《军官地图集》电子版的设计和研制中的若干问题,包括《军官地图集》电子版的总体设计、数据库设计、自动分幅设计以及专题图设计等。总体设计主要包括系统的结构设计、地理数据库设计、各功能模块设计等几部分。在地图集系统中,多比例尺海量地理数据的应用必然要求有强大的数据库支持,系统中采用了易于存储、便于管理的数据结构,并对数据库的各类数据描述表进行了详细说明。自动分幅设计是电子地图集的一个新功能,本文提出了电子地图集的分幅方式:经纬线分幅、矩形分幅、名称分幅和区域分幅,并阐述了它们各自的优缺点。《军官地图集》电子版中的专题地图在设计上突出了图集的系统性和军事特色,本文提出了该电子版中专题地图设计的原则和方法。根据该电子版的设计和制作过程,同时提出了电子地图集制作的步骤,并阐明了电子地图集设计中的不足和发展方向。     

CT扫描参数优选对辐射防护的贡献

作者参照国际放射防护委员会(ICRP)1991年60号出版物规定的实践中放射防护原则,设计CT扫描中患者及公众放射防护方策,通过优选予置扫描参数和适时扫描参数,降低CT 受检者的辐射剂量,并业已经过辐射测量实验结果的证实。对此,做一介绍。     

SEDIMENT TRANSPORT OF LOW CONCENTRATION IN PIPES

The study of Sediment transport of low concentration in pipes bas been applied in the design of a self-cleansing storm sewer. An alternative criterion is suggested as op- posed to the widely used single flow velocity approach. A conceptual model which simu- lates the condition in a storm sewer is developed and tested against experimental data. The results proved that the volumetric sediment concentration, pipe diameter and sedi- ment size have to be taken into consideration to produce a self-cleansing storm sewer. It also shows that the slope obtained by this alternative criterion is lower than the single flow velocity approach.     

浅谈自动气象站的防雷设计要点

运用当代防雷领域中的有关理论，对自动气象站容易遭受雷击的原因和途径进行分析，提出了自动气象站的防雷设计要点。     

Seismic rotational displacement of gravity walls by pseudo-dynamic method: Passive case

Prediction of the seismic rotational displacements of retaining wall under passive condition is an important aspect of design in earthquake prone region. In this paper, the pseudo-dynamic method is used to compute the rotational displacements of rigid retaining wall supporting cohesionless backfill under seismic loading for the passive earth pressure condition. The proposed method considers time, phase difference and effect of amplification in shear and primary waves propagating through both the backfill and the retaining wall. The influence of ground motion characteristics on rotational displacement of the wall is evaluated. Also the effects of variation of parameters like wall friction angle, soil friction angle, amplification factor, shear wave velocity, primary wave velocity, period of lateral shaking, horizontal and vertical seismic accelerations on the rotational displacements are studied. The rotational displacement of the wall increases substantially with increase in amplification of both shear and primary waves, time of input motion, period of lateral shaking and decreases with increase in soil friction angle, wall friction angle. The rotational displacements of the wall also increase when the effect of wall inertia is taken into account. Results are provided in graphical form.