弧形防浪墙波浪力的试验研究

在斜坡式防浪建筑物中,为满足越浪与稳定要求,减少工程投资,常在堤顶设置防浪墙。通过三分力天平对常用的直立式、不同墙底高程和墙高组合下的圆弧式防浪墙进行物理模型试验,直接测量作用其上的波浪力,分析不同形式下防浪墙的整体稳定性,讨论防浪墙形式引起的波浪力的变化关系。     

基于单变量散货船数学模型建立

分析了散货船船队发展现状及其今后的发展趋势,在对现有的船型数据资料进行整理分析的基础上,利用逐步回归计算机程序建立了散货船的数学模型。该模型的建立有利于掌握现代散货船主尺度要素变化规律,对其今后的经济论证可起指导性作用,有助于该船型的报价设计和初步设计,并可使其总体设计得到优化。     

通风管路接头漏风的数值模型

本文在通风管路流运过程及漏风特性进行流体力学及数值计算分析的基础上，建立了通风管路接头漏风的数值模型有订应的系统方程。运用漏风数值模型研究了风管直径、漏缝尺寸、阻力系数及管路长度对漏风的影响。研究结果与日本高木英夫公式不谋而合，证明本文构思正确，并具有一定的实用性。     

基于设施属性的城市轨道交通融资模式

以项目区分理论为理论基础,从轨道交通的基本属性入手,按照可经营性和可拆分性对轨道交通基本设施进行分类,对不同属性的设施进行组合.按照所有权和经营权是否转移,将各种适用于轨道交通的融资方式进行分类;并将两者进行匹配,提出了符合轨道交通客观发展规律、可供轨道交通建设发展采用的多元化融资模式及其评价方法.     

随机减量法识别转向架构架的频率

随机减量法是一种随机激扰下的模态参数识别方法。在实际线路上对CW-200转向架构架的振动加速度进行了测量,并依据随机减量法对测得的加速度数据进行了构架的三阶刚体模态的识别,得到了三阶刚体模态对应的频率。证实了随机减量法识别构架模态参数的可行性。     

港池疏浚过程悬浮物影响预测研究及应用

港池疏浚产生的高浓度悬浮泥沙,对海域环境的影响不能忽视。在建立近海悬浮物二维输移扩散数值模型的基础上,采用有限元分步杂交方法求解,对两种不同施工方案下悬浮物的输移扩散进行预测模拟。根据预测结果,对比分析两种施工方法可能对附近海域水质环境造成影响的程度,为施工方案的选择提供科学依据。     

Segmentation of complex objects'' sonar images using parameter-fixed MRF model

The effective method of the recognition of underwater complex objects in sonar image is to segment sonar image into target, shadow and sea-bottom reverberation regions and then extract the edge of the object. Because of the time-varying and space-varying characters of underwater acoustics environment, the sonar images have poor quality and serious speckle noise, so traditional image segmentation is unable to achieve precise segmentation. In the paper, the image segmentation process based on MRF (Markov random field) model is studied, and a practical method of estimating model parameters is proposed. Through analyzing the impact of chosen model parameters, a sonar imagery segmentation algorithm based on fixed parameters' MRF model is proposed. Both of the segmentation effect and the low computing load are gained. By applying the algorithm to the synthesized texture image and actual side-scan sonar image, the algorithm can be achieved with precise segmentation result.     

A dynamic CSTT model for the effects of added nutrients in Loch Creran, a shallow fjord

Despite a tendency for the complexity of physical–biological models to increase, simple coupled models remain useful for some applications and can provide insights into crucial links between physical and biological processes. This argument is illustrated with an account of a simple 3-box model intended to help assess the capacity of fjords to assimilate nutrients from fish farms. The model, a dynamic version of the UK “Comprehensive Studies Task Team” (CSTT) steady-state model for eutrophication, was applied to Loch Creran (Scottish Western Highlands) and was implemented using Stella 8 and tested using historical data from 1975 (before the installation of a salmon farm) and field data collected in 2003, during the period of operation of the farm. The model's biological state variables are chlorophyll, dissolved inorganic nitrogen (DIN) and dissolved inorganic phosphorus (DIP), and it includes a simple run-off model to convert rainfall into river discharge. The physical processes involved in exchange between the loch and the adjacent waters of the Firth of Lorne were parameterised as a constant daily exchange rate.Between 1975 and 2003, local inputs of nutrient increased but, despite this, there was little apparent increase in nutrient concentrations in the loch, and observed chlorophyll concentrations decreased substantially. Model simulations of chlorophyll and DIN agreed well with observations in 1975, as did DIN simulations in 2003. However, simulated chlorophyll was overestimated in 2003.Some of the agreement between observations and simulations come from the use of observed boundary conditions to force the model. However, even when boundary conditions are subtracted from simulations and observations, the simulations in most cases retain a significant correlation with observations, demonstrating that the model's ‘interior’ processes do add to its ability to replicate conditions in the loch.     

Interaction study of train-bridge-track systems using Maxwell model

The investigation of problems related to the interaction of train, bridge and track systems has been accelerated by the emergence of high-speed trains. Such studies are required, not only for the endurance issues regarding bridge and tracks, but to assure trains' functionality and performance. The suspension mechanism of train systems is of prime importance in defining the functionality of high-speed trains, and accurate mathematical models of the mechanism are imperative. This paper introduces a numerical technique for an interaction study of train-bridge-track systems based on Maxwell (three-element type) modeling of the suspension mechanisms of vehicles. Track irregularity in sinusoidal form is also integrated into the mathematical model. Although the proposed technique is simple in formulation, it offers phenomenal accuracy in representing the interaction of train, track and bridge systems. In a numerical example, the dynamic behavior of a train-bridge system has been studied. Results of this analysis provide a valuable insight into the contributing roles of different parameters in this subject.