能动断层的概念及其演化

对能动断层概念史的研究,可以揭示出能动断层的核心意义以及与活动断层的区别和联系。能动断层的鉴定以确定未来地表或近地表断层错断可能性为目的,与地震地面运动相比是一种不可设计的厂址评价要素。因此,在厂址适宜性评价中意义重大。     

北京浅山区不均匀建筑地基问题研究

北京浅山区面积较大,地质条件复杂,在工程建设中会经常遇到不均匀地基问题。不同于平原区建筑地基,山区建筑不均匀地基常常涉及基础的稳定性,对地质勘察、岩土设计或施工要求较高,作为一种不良地基现象及问题,若对其认识不清或处理方案设计不合理,常会导致建筑地基基础的变形过大,甚至产生失稳,工程危害性较大。北京浅山区不均匀地基类型较多,在地基处理时须针对场地稳定性、地基承载力及地基处理方案,并结合场地环境地质条件采取适宜的处理措施,以减缓或避免不均匀地基对工程建设的不利影响。本文试对北京浅山区不均匀地基类型、问题进行归纳总结,从勘察、设计、施工及监督等多个方面入手,提出针对性的应对措施,希望能为北京山区工程建设安全提供一些参考和帮助。     

基于融媒体技术的地震专业知识服务系统设计与应用

基于融媒体技术的地震专业知识服务系统是服务社会工程科技、地震及相关行业的专业信息平台,具有信息集成、科学技术创新、集管理与决策于一体的特点。本文论述了该服务系统的设计模式特点、服务内容及对象、系统技术架构和功能,并对其未来应用及发展方向进行讨论。     

Direct scantling assessment of propeller blades

Traditionally, propeller design has been focused on all activities necessary to obtain a propeller featuring a high efficiency, avoiding erosive cavitation for given operating conditions and having adequate structural strength. In recent years, more and more challenging requirements have been imposed, such as the reduction of radiated noise and pressures pulses, requiring more precise analyses and methods in the optimization of the propeller performance. On the other hand, the evaluation of the propeller strength still relies on simplified methods, which basically consider the blade as a cantilever beam subjected to characteristic static forces. Since the loads acting on a blade are variable in the blade revolution and in different operating conditions throughout the ship life, a procedure to account for the influence of fatigue phenomena is proposed. The fatigue assessment could reduce the safety factor in the propeller scantling rules and allow improving the quality of propeller design (e.g. obtaining higher efficiency, margin on cavitation phenomena, less noise).     

城市导线测量一体化程序设计

主要阐述利用QBASIC语言开发城市导线测量一体化程序设计的编程思想和实现过程(含程序主模块).     

A critical CAE analysis of the bottom shape of a multi stepped air cavity planing hull

One of the most important aspects, in the ACS and multi stepped hull design, is the choice of the geometrical shape of the cavity and the steps. In this article a complete experimental and numerical campaign on a multi stepped ACS has been carried out, varying the velocity and the air flow rate under the hull. The experimental tests have been conducted in an ITTC Towing Tank allowing to validate the numerical simulations obtained by means of a CFD U-RANSe (Unesteady Reynolds Averaged Navier-Stokes equations) code. The CFD setup is described in detail. From this campaign a critical analysis of the Froude number influence on the air cushion shape has been argued. The authors identified four different behaviours, from low to very high Froude numbers. The use of CFD has allowed to observe quantities of difficult evaluation by means of traditional experimental test, as e.g. the frictional component of the resistance, the airflow path lines and the volume of fraction in transversal and longitudinal sections. The results have been discussed.     

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。     

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.