Development of Green-Naghdi models with a wave-absorbing beach for nonlinear, irregular wave propagation

Two-dimensional and three-dimensional Green-Naghdi (GN) models equipped with a numerical wave-absorbing beach have been developed to simulate nonlinear, regular, and irregular wave propagation. The numerical beach is introduced near the downstream boundary to absorb outgoing waves. An appropriate amount of numerical damping and an appropriate length of numerical beach are investigated using numerical experiments. The results show that the GN models with a numerical beach work very well in simulating wave propagation in water in a small computational domain.     

Green-Naghdi理论的全非线性浅水波数值模拟(英文)

Green-Naghdi (G-N) theory is a fully nonlinear theory for water waves. Some researchers call it a fully nonlinear Boussinesq model. Different degrees of complexity of G-N theory are distinguished by “levels” where the higher the level, the more complicated and presumably more accurate the theory is. In the research presented here a comparison was made between two different levels of G-N theory, specifically level II and level III G-N restricted theories. A linear analytical solution for level III G-N restricted theory was given. Waves on a planar beach and shoaling waves were both simulated with these two G-N theories. It was shown for the first time that level III G-N restricted theory can also be used to predict fluid velocity in shallow water. A level III G-N restricted theory is recommended instead of a level II G-N restricted theory when simulating fully nonlinear shallow water waves.     

采用Green-Naghdi方程和有限元法计算浅水船波

采用波动方程／有限元法求解Green-Naghdi(G-N)方程计算船舶在有限水深区域的兴波和波浪阻力。把行驶船舶对水面的扰动作为移动压力直接加在Green-Naghdi方程里，以描述运动船体和水面的相互作用，并经此来计算不面波动、船底水动压力和波浪阻力。G－N方程比浅水方程增加一个非线性的频散项，以补充有限水深对浅水船波的影响。采用随船运动网格的有限方法，以Series 60 CB=0.6船作为算例给出浅水船波的计算结果，并与浅水方程的结果进行了比较。计算结果表明，当船速小于临界速度时，由于频散的影响，G－N方程级出的船后尾波波高比浅水方程的结果大，同时波浪阻力也比浅水方程的结果有所提高。当船速大于临界速度时，G－N方程的计算结果与浅水方程基本相同，频率散射无明显影响。     

双平面焊接圆管截面DKT节点的中心撑杆鞍点及冠点位置的应力集中系数(英文)

A set of parametric stress analyses was carried out for two-planar tubular DKT-joints under different axial loading conditions.The analysis results were used to present general remarks on the effects of the geometrical parameters on stress concentration factors(SCFs) at the inner saddle,outer saddle,and crown positions on the central brace.Based on results of finite element(FE) analysis and through nonlinear regression analysis,a new set of SCF parametric equations was established for fatigue design purposes.An assessment study of equations was conducted against the experimental data and original SCF database.The satisfaction of acceptance criteria proposed by the UK Department of Energy(UK DoE) was also checked.Results of parametric study showed that highly remarkable differences exist between the SCF values in a multi-planar DKT-joint and the corresponding SCFs in an equivalent uni-planar KT-joint having the same geometrical properties.It can be clearly concluded from this observation that using the equations proposed for uni-planar KT-connections to compute the SCFs in multi-planar DKT-joints will lead to either considerably under-predicting or over-predicting results.Hence,it is necessary to develop SCF formulae specially designed for multi-planar DKT-joints.Good results of equation assessment according to UK DoE acceptance criteria,high values of correlation coefficients,and the satisfactory agreement between the predictions of the proposed equations and the experimental data guarantee the accuracy of the equations.Therefore,the developed equations can be reliably used for fatigue design of offshore structures.     

喷水推进器进口流道水动力性能分析

[目的]研究喷水推进器进口流道主参数对其性能的影响,为喷水推进器设计提供依据.[方法]基于STAR-CCM+商业软件,通过定常雷诺平均NS方程(RANS),数值模拟分析不同进速比(IVR)工况下喷水推进器进口流道轴线高度和进流角度对其水动力性能的影响,并根据国际拖曳水池会议(ITTC)的不确定度分析规程进行数值不确定度...     

H∞ control design to include nonlinearities. Second report: nonlinearities in equations of motion

In our first report, a method to deal with the nonlinearity of saturation was proposed. A method of dealing with nonlinearity in equations of motion is proposed in this paper. The nonlinear equations of motion are expressed as variations of linear equations of motion. The nonlinear equations can be linearized around a specific point with a tangential plane or line. Accordingly, nonlinear equations effective in a certain domain can be obtained by variations in this tangential line. A control system with varying elements can be designed using the general H _∞ control theory. As an example, we present a speed and heading changing system for large vessels at low speeds during berthing maneuvers, where the equation will vary during motion. The nonlinearity of the equations is caused by the speeds. The control system is essentially designed to be robust in disturbance and noise. In this example, the saturation in the propeller is also considered using the method proposed in the first report. The results show that the method proposed in this paper is effective. Received: February 20, 2001 / Accepted: December 11, 2001     

变分法的参数约束估计法(英文)

The accuracy of parameter estimation is critical when digitally modeling a ship. A parameter estimation method with constraints was developed, based on the variational method. Performance functions and constraint equations in the variational method are constructed by analyzing input and output equations of the system. The problem of parameter estimation was transformed into a problem of least squares estimation. The parameter estimation equation was analyzed in order to get an optimized estimation of parameters based on the Lagrange multiplication operator. Simulation results showed that this method is better than the traditional least squares estimation, producing a higher precision when identifying parameters. It has very important practical value in areas of application such as system identification and parameter estimation.     

胺基型超快螯合纤维处理含铜废水性能研究

应用化学涂敷法制备了铜离子螯合纤维,考察了其对铜离子的平衡吸附过程及pH值对吸附性能的影响,对比了螯合纤维及D113树脂吸附铜离子的速率,并用准一级和准二级动力学方程对实验数据进行分析拟合,从而得出结论——在相同的pH值和浓度下,螯合纤维的吸附速率是D113树脂吸附速率的十几倍：     

喷水推进泵空化性能数值模拟与试验验证

为研究喷水推进泵空化性能,采用计算流体力学(CFD)方法对自行设计的喷水推进泵内部空化流场进行了数值计算与分析。用六面体结构化网格对喷水推进泵的进流管道、叶轮、导叶体和出流管道进行网格划分;通过求解由SST湍流模型封闭的RANS方程计算得到喷水推进泵内部流场,计算得到的扬程、功率和效率特性曲线与试验结果吻合较好。文中还对多个流量的空化性能进行了数值预报,计算结果与试验数据在趋势上具有一致性;小流量工况的临界净正吸头与试验值误差较小,而大流量工况的临界净正吸头与试验值误差较大。研究结果表明:采用CFD方法预报喷水推进泵内部空化流场和空化性能是可行的,可作为喷水推进泵优化设计的有效途径。     

两种运动平台下晃荡冲击荷载的实验研究

由液体晃荡引起的冲击荷载主要与外部激励(激励频率和激励幅值)和装载率相关。大尺度物理模型实验通过运动平台在室内复现液舱的运动,进而实现在室内对储液舱内晃荡载荷的研究。因此,平台的运动能力、运动的精确性对液体冲击载荷的实验结果非常关键。为了研究不同类型运动平台的运动性能及其对储液舱内冲击载荷的影响,文中以大比尺二维矩形舱为模型,分别在单自由度运动平台和六自由度运动平台开展系统的液体晃荡冲击实验。实验结果表明:仅考虑水平运动,单自由度平台的精度要高于六自由度平台;在个别工况下,两个平台下冲击荷载时程和特征值的对比结果出现了一定差别,但是晃荡冲击荷载的整体趋势基本一致。通过评价单自由度和六自由度两种类型的运动平台在液体晃荡研究领域应用的适用性,为大尺度室内晃荡模型实验中运动平台的选择提供参考     

GIS-Based Coastal Behavior Modeling and Simulation of Potential Land and Property Loss: Implications of Sea-Level Rise at Collaroy/Narrabeen Beach,Sydney (Australia)

Rising sea level potentially poses a threat to many coastal areas, thereby possibly affecting coastal environments, including human assets. Taking into account the precau--tionary principle demanded at the Framework Convention for Climate Change in Rio de Janeiro in 1992, coastal managers and planners are required to evaluate the possibility of both physical and economic impacts of sea-level rise. However, long-term and cost-intensive data capture is often not affordable for a first estimation of general trends. To determine physical and economic impacts on a spatial scale of less than 10 km, a rapid and low-cost method is required. A Geographic Information System (GIS), in combination with readily available data and two coastal behaviour models (the Bruun-GIS Model and the Aggradation Model) was applied to simulate shoreline recession caused by a rise in sea level. In addition, the potential impacts of a 50-year design storm were considered in conjunction with sea-level rise. The monetary vulnerability was assessed and combined with the simulated recession rates. This procedure provides a first estimate on the potential risk a locality (here Collaroy/Narrabeen Beach) may face due to the impacts of sea-level rise and/or coastal storms. Overall, the modelling outcome suggests that long-term erosion problems associated with rising sea level are less significant in comparison with those impacts associated with short-term coastal storm events for Collaroy/Narrabeen Beach.     

螺旋桨在均匀流场中的非定常水动力数值模拟

采用滑移网格技术,使用基于求解RANS方程的CFD软件数值模拟均匀流场中的螺旋桨非定常水动力性能.为了真正实现螺旋桨的旋转运动,在计算过程中采用定长多运动参考系模型计算出初始流场,再用滑移网格模型完成整个计算.数值计算得到的推力系数和转矩系数与实验结果吻合良好,验证了该方法应用于螺旋桨水动力性能研究的可行性.     

Preparation and performance of oxidative poly-silicon-ferric coagulant PSFN

1 Introduction1 The development of industries and agricultures has caused serious pollution to surroundings, which increases the concentration of DOM [1] in water sources. As an essential part of coagulation, coagulant having higher removal of DOMs has be…     

螯合纤维及离子交换树脂对铜离子吸附动力学性能比较

考察了实验室自制离子螯合纤维和商用D113交换树脂对铜离子的吸附动力学。用Langmuir方程和Freundlich方程拟合吸附等温线,用准一级和准二级动力学方程拟合吸附速率和再生速率实验数据,结果显示螯合纤维及D113树脂对铜离子的吸附等温线符合Langmuir模型,螯合纤维的准一级和准二级吸附速率常数分别是D113树脂的12和30多倍,再生速率常数分别是D113树脂的7倍和6倍。浓度影响实验和中断实验结果显示,螯合纤维对铜离子的吸附速率由膜扩散控制,而D113树脂对铜离子的吸附速率在低浓度(<200mg/L)的时候由膜扩散控制,较高浓度(>300mg/L)时由膜扩散和粒扩散共同控制。     

Experimental observation and computer simulation on non-equilibrium grain-boundary segregation kinetics of phosphorus

An experimental study and computer simulation on non-equilibrium grain-boundary segregation kinetics and the critical time for phosphorus in 12Cr1MoV steel( which is used in steam pipeline of ships)are put forward in this paper. The segregation level of phosphorus with solution temperature 1050 ℃ at the isothermal holding temperature of 540 ℃ ,have been measured at grain-boundaries. A non-equilibrium grain-boundary segregation kinetics curve of phosphorus is given, The critical time for phosphorus non-equilibrium grain-boundary segregation is about 500 h at 540 ℃ for the experimental steel, When the holding time is longer than 1 500 h, non-equilibrium segregation disappears and the level of segregation reaches full equilibrium, The simulation using the kinetic equations of non-equilibrium grain-boundary segregation is in good accordance with the experimental observation for phosphorus in steel 12Cr1 MoV. The non-equilibrium grain-boundary segregation kinetic model is therefore proved.     

对转垂直轴潮流水轮机数值评估（英文）

In this study, the performance of a contra rotating vertical-axis tidal-current turbine was investigated. The incompressible unsteady Reynolds-averaged Navier-Stokes(U-RANS) equations were solved via two-dimensional(2D) numerical simulation using ANSYS Fluent computational fluid dynamics(CFD) code. An algorithm known as SIMPLE from the CFD code was used to calculate the pressure-velocity coupling and second-order finite-volume discretization for all the transport equations. The base turbine model was validated using the available experimental data. Three given scenarios for the contra rotating turbine were modeled. The contra rotating turbine performs better in a low tip speed ratio(TSR) than in a high TSR operation. In a high TSR operation, the contra rotating turbine inefficiently operates, surviving to rotate in the chaotic flow distribution. Thus, it is recommended to use contra rotating turbine as a part of new design to increase the performance of a vertical-axis tidal-current turbine with a lower TSR.     

焊趾表面裂纹应力强度因子简化计算的比较研究

对接、T型接头与十字接头是船舶与海洋结构的典型结构形式,其大部分疲劳失效是由于焊趾引起的.各种表面裂纹的应力强度因子计算是船舶与海洋结构基于断裂力学安全评定和疲劳寿命预测的基础.Bowness等人提出了T型接头焊趾表面裂纹应力强度因子计算式,作者对其复杂的计算式进行了简化.BS7910针对对接、T型接头与十字接头提出了两套焊趾应力强度因子表达式,一是针对二维表面裂纹提出的,一是针对三维表面裂纹提出的.本文对作者给出的简化表达式以及BS7910的两套表达式进行了比较.结果表明作者给出的简化表达式不仅可以用来计算T型接头的焊趾表面裂纹应力强度因子,而且可以用来计算对接与十字接头焊趾表面裂纹的应力强度因子.同时发现在a/T＜0.05处三者的差别比较大,因此用有限元法进行了验证,结果证明作者给出的简化表达式比其他表达式更加合理.     

Non-local simulation of the stable boundary layer with a third order moments closure model

A new higher order closure model for the stable boundary layer is presented and compared with Large Eddy Simulation data. The model includes numerical solutions for the mean values, second and third order moments equations. A satisfactory agreement is found between the calculated vertical profiles of the turbulent quantities with those provided by the LES. Furthermore the new model results are compared with profiles obtained with a lower order closure model in order to verify the effective importance of including third order dynamical equations in the model.     

Numerical Investigation of Contra Rotating Vertical-Axis Tidal-Current Turbine

In this study, the performance of a contra rotating vertical-axis tidal-current turbine was investigated. The incompressible unsteady Reynolds-averaged Navier-Stokes (U-RANS) equations were solved via two-dimensional (2D) numerical simulation using ANSYS Fluent computational fluid dynamics (CFD) code. An algorithm known as SIMPLE from the CFD code was used to calculate the pressure-velocity coupling and second-order finite-volume discretization for all the transport equations. The base turbine model was validated using the available experimental data. Three given scenarios for the contra rotating turbine were modeled. The contra rotating turbine performs better in a low tip speed ratio (TSR) than in a high TSR operation. In a high TSR operation, the contra rotating turbine inefficiently operates, surviving to rotate in the chaotic flow distribution. Thus, it is recommended to use contra rotating turbine as a part of new design to increase the performance of a vertical-axis tidal-current turbine with a lower TSR.     

四川主要山区河流设计最高通航水位标准探讨

山区天然河流的洪水期水位暴涨暴落、洪峰历时较短,针对海事部门划定的禁航水位（或禁航流量）一般低于国标的要求水位,可以适当降低通航建筑物最高通航水位以节省工程投资,需要探寻山区性河流设计最高通航水位的合适标准。选择四川省内7个和重庆市内4个水文站的水文资料进行计算分析,结果表明：将频率法直接改为保证率法难以控制水位降幅,适当降低洪水重现期标准是可行与合适的。