基于智能交通系统的耦合映射跟驰模型和交通拥堵控制

基于智能交通诱导信息，提出一种改进的耦合映射跟驰模型，用于描述单车道的交通流动力学特性及其拥堵控制.利用反馈控制理论，给出了在头车速度发生变化时交通流保持稳定的条件.分析结果表明，考虑前方更多车辆的信息对交通流有致稳作用，亦即稳定性条件明显减弱.数值模拟证实了理论分析的正确性，通过与他人相关工作的比较得知，考虑智能交通诱导信息能够更有效地抑制交通拥堵. 关键词： 交通流 智能交通系统 耦合映射跟驰模型 交通拥堵控制     

Phase transition on speed limit traffic with slope

Through introducing a generalized optimal speed function to consider spatial position, slope grade and variable safe headway, the effect of slope in a single-lane highway on the traffic flow is investigated with the extended optimal speed model. The theoretical analysis and simulation results show that the flux of the whole road with the upgrade （or downgrade） increases linearly with density, saturates at a critical density, then maintains this saturated value in a certain density range and finally decreases with density. The value of saturated flux is equal to the maximum flux of the upgrade （or downgrade） without considering the slight influence of the driver＇s sensitivity. And the fundamental diagrams also depend on sensitivity, slope grade and slope length. The spatiotemporal pattern gives the segregation of different traffic phases caused by the rarefaction wave and the shock wave under a certain initial vehicle number. A comparison between the upgrade and the downgrade indicates that the value of saturated flux of the downgrade is larger than that of the upgrade under the same condition. This result is in accordance with the real traffic.     

THE GENERALIZED BOUSSINESQ EQUATIONS AND OBLIQUELY INTERACTING SOLITARY WAVES IN A STRATIFIED FLUID

In this paper, on the basis of Boussinesq's shallow water theory, we establish the basic equations governing the motion of a stratified fluid, a kind of the generalized Boussinesq equations. And then by way of them, we study the weak interaction of two pairs of obliquely colliding solitary waves, give the secondorder approximate solutions for wave profiles and maximum amplitudes, as well as conclude that when the included angle between the directions of propagation of impinging solitary waves is less than 120°, the effect of oblique interaction is stronger than that of the head-on one, but when the angle concerned is greater than 120°, the former is slightly weaker than the latter.     

一个二流体系统中两对孤立波的相互作用

本文讨论一个二流体系统中孤立波的相互作用,该系统由水平固壁之上的两层常密度不可压无粘流体组成,上表面为自由面。文中在浅水波假定下,导出了适用于所考虑的模型的基本方程——推广的Boussinesq方程;接着,应用PLK方法和约化摄动法求得了两对表面-界面孤立波迎撞的二阶近似解,给出了碰撞时界面和表面的最大波幅以及碰撞后的非均匀相移,进而表明孤立波迎撞后将发生变形。     

Subconscious Effect on Pedestrian Counter Flow

We propose an extended lattice gas model with different maximum velocities to simulate pedestrian counter flow by considering the subconscious behaviour of walkers. Four types of walkers including faster right walkers, slower right walkers, faster left walkers and slower left walkers are involved in the simulation. The simulation results show that our model can capture some essential features of pedestrian counter flows, such as the lane formation, segregation effect and phase separation at higher densities. We also find that the subconscious effect can reduce the occurrence of jam cluster evidently compared with the ease of un-subeonscious effect. At large maximum velocity, the critical density corresponding to the maximum flow rate of the fundamental diagram is in good agreement with the empirical results.     

Flat Solitary Waves due to a Submerged Body Moving in a Stratified Fluid

A theoretical model for interaction of a submerged moving body with the conjugate flow in a three-layer fluid is proposed to depict the internal flat solitary wave, which is observed in experiments conducted by the present authors. A set of coupled nonlinear algebraic equations is derived for the interracial displacements. The numerical results indicate that （a） the conjugate flow due to a two-dimensional body moving at the bottom possesses an apparent behaviour with two convex interfaces, （b） the solution satisfying the existence criterion is always unique near the relatively stable state of system. Theoretical analysis is qualitatively consistent with the experimental results obtained.     

交通流的一维元胞自动机敏感驾驶模型

在一维交通流元胞自动机NaSch模型的基础上，优先考虑驾驶员的不确定性敏感预期行为， 将随机延迟过程放在确定性减速之前，从而建立一种新的一维元胞自动机交通流模型：敏感驾驶模型 （简称SDNaSch模型），并根据所给出的车辆状态演化的并行更新规则作了数值模 拟，模拟得到的基本图表明，与NaSch模型相比，道路交通量有较大提高，接近于实测数据 ，说明新模型能更贴切地描述交通现象；某些密度区域流量出现两个分支，表明在临界点附 近存在亚稳态；而且会出现畅行相与阻塞相的相分离界面. 从车辆速度分布演化的时空斑图 ，可以看到宽幅运动阻塞相的出现以及畅行相→宽幅运动阻塞相和宽幅运动阻塞相→畅行相 的相变. 接着，计及实际交通情况，考虑行驶车辆中一部分是敏感驾驶，而其余车辆按NaSc h模型规则行驶，数值模拟结果进一步证明，敏感驾驶因素对车流的作用是很大的，随着敏 感驾驶车辆的增多，道路容量也随之提高. 关键词： 交通流 元胞自动机模型 亚稳态 相分离 交通相变     

ASYMPTOTIC ANALYSIS OF A CLASS OF NONLINEAR OSCILLATION EQUATION IN ELECTRICAL ENGINEERING

ＡＳＹＭＰＴＯＴＩＣＡＮＡＬＹＳＩＳＯＦＡＣＬＡＳＳＯＦＮＯＮＬＩＮＥＡＲＯＳＣＩＬＬＡＴＩＯＮＥＱＵＡＴＩＯＮＩＮＥＬＥＣＴＲＩＣＡＬＥＮＧＩＮＥＥＲＩＮＧＣｈｅｎｇＹｏｕ－ｌｉａｎｇ（程友良）（ＤｅｐａｒｔｍｅｎｔｏｆＦｕｎｄａｍｅｎｔａｌＣｏｕ...     

分层流体中相同模式孤立波的追撞

§1.引言自从N.J.Zabusky和M.D.Kruskal通过数值计算发现孤立子以后,孤立波的相互作用问题引起了人们广泛的注意.不少作者对浅水中的孤立波相互作用作了研究,例如,苏兆星和Mine先后采用摄动法和数值方法处理了单层流体中孤立波的迎撞问题,最近,邹启苏和苏兆星又用多重尺度法和有限差分法分析了孤立波的追撞相互作用,并得出结论:在二阶近似下,两孤立波在追撞相互作用后各自保持波形不变,而且不产生尾波列.为了研究分层流体中内孤立波的相互作用,戴世强建立了具有三阶精度的二维不可     

二流体系统中界面孤立波的分裂

本文讨论了二流体系统界面上内孤立波的分裂,发现上下层流体密度比对分裂成两个内孤立波的条件没有影响,此时只要孤立波从较深的流体运动到较浅的流体就会发生分裂,但分裂成二个以上孤立波的条件受密度比和上游上下层流体厚度比的影响。