基于CCCII电流模式二阶有源多功能滤波器设计

提出一种基于CCCII的电流模式多功能二阶滤波器的电路。整个滤波电路由3个CCCII构成并通过RC电路接地,在输出端能实现高通、低通、带通、带阻滤波功能,可通过调节电路参数适应多种性能要求。设计结构简单,可独立调整其电路的截止频率和品质因数,无源灵敏度较低。通过PSpice软件对电路性能进行分析,仿真结果证明了该电路设计准确可行。     

基于二次小波去噪的 FastICA 盲源分离研究

论文针对含噪声混合信号分离问题,提出了三步处理法,首先采用小波滤波进行去噪处理,再采用快速独立分量分析（FastICA）盲源分离技术实现混合信号的分离,最后对分离后的信号二次使用小波滤波处理。仿真实验结果表明,该方法能够很好地分离含噪混合信号,从分离前后的波形及平均信噪比对照,去噪性能和分离效果良好。     

基于USQUE的四元数容积卡尔曼滤波算法在组合导航中的应用

组合导航是导航领域中一个重要的研究领域和应用方向。传统的基于惯导误差模型的组合导航模式,因模型在建立过程存在各种近似计算,这必然使得建立的模型中引入诸多近似误差和模型误差,因此,其信息融合的估计精度下降。论文基于USQUE计算流程,提出一种四元数容积卡尔曼滤波算法,并将该算法应用于SINS/GPS位置松组合导航问题当中,仿真结果验证该算法的有效性并且具有较高的估计精度。     

A new GPS deformation monitoring algorithm applied to Donghai Bridge

A real-time, long-round global positioning system (GPS) bridge-deformation monitoring technology was proposed, which processes the carrier phase of multiple GPS receivers in an operation center. It was demon- strated an extended Kalman filter with triple differential ionospheric-free measurement (EKF-TIF) which can eliminate the ionospheric delay, whiten the TIF noise and optimize the results of EKF, consequently, achieves a better performance than existing real time kinematic (RTK) solution. An experiment, which takes an active ionosphere condition into consideration, proves the feasibility of this system by comparing its records to that of a traditional RTK solution, practically, the system installed on the Donghai Bridge has survived a non-break running for five months. The analysis to the monitoring records shows the system achieves the designed accu- racy and reliability.     

Pressure drop and heat transfer of catalyzed diesel particulate filters due to changes in soot loading and flow rate

When soot particles are loaded in a diesel particulate filter, it causes increase in back pressure of the exhaust system. To minimize this pressure drop due to DPF, the filter needs to be regenerated after a certain amount of soot has been accumulated. It is crucial to estimate the correct amount of soot that has been accumulated by measuring the differential pressure. It is also important to understand changes in pressure drop due to flow rate variations of the exhaust gas, since the pressure drop would be influenced by the exhaust flow rate as well as the amount of soot. Furthermore, the heat transfer characteristics of the catalyzed diesel particulate filter (CDPF) are another major issue, as the filter is occasionally exposed to high temperature gas. This study presents the characteristics of pressure drop according to the variation of soot loading and the mass flow rate in CDPF. In addition, heat transfer characteristics in the filter was investigated when a high temperature gas flows into the CDPF. Tests were performed in several CDPF samples having varying amounts of catalyst coating. Experimental results indicate that rig-based experiments are useful in understanding the characteristics of pressure drop in the CDPF. In the cake filtration region, a pressure drop has a proportional relationship according to soot loading and mass flow rate. It was found that an increased catalyst coating may lead to enhanced convective heat transfer.     

基于FPGA的水声信号数字下变频的实现

随着声呐信号处理技术的发展,其对系统的软、硬件资源要求越来越高.利用数字下变频技术,可极大地降低其信号处理资源要求.结合Matlab,仿真研究整个下变频过程,验证分析水声信号数字下变频的正确性.在此基础上,应用Verilog语言移植算法到FPGA内部,在Signaltap II下观察过程变量及结果,并导入Matlab进行数据分析.该技术对于声呐信号处理具有实用价值,并已成功应用于某声呐设备.     

Velocity and normal tyre force estimation for heavy trucks based on vehicle dynamic simulation considering the road slope angle

A precise estimation of vehicle velocities can be valuable for improving the performance of the vehicle dynamics control (VDC) system and this estimation relies heavily upon the accuracy of longitudinal and lateral tyre force calculation governed by the prediction of normal tyre forces. This paper presents a computational method based on the unscented Kalman filter (UKF) method to estimate both longitudinal and lateral velocities and develops a novel quasi-stationary method to predict normal tyre forces of heavy trucks on a sloping road. The vehicle dynamic model is constructed with a planar dynamic model combined with the Pacejka tyre model. The novel quasi-stationary method for predicting normal tyre forces is able to characterise the typical chassis configuration of the heavy trucks. The validation is conducted through comparing the predicted results with those simulated by the TruckSim and it has a good agreement between these results without compromising the convergence speed and stability.     

Sideslip estimation for articulated heavy vehicles at the limits of adhesion*

Various active safety systems proposed for articulated heavy goods vehicles (HGVs) require an accurate estimate of vehicle sideslip angle. However in contrast to passenger cars, there has been minimal published research on sideslip estimation for articulated HGVs. State-of-the-art observers, which rely on linear vehicle models, perform poorly when manoeuvring near the limits of tyre adhesion. This paper investigates three nonlinear Kalman filters (KFs) for estimating the tractor sideslip angle of a tractor–semitrailer. These are compared to the current state-of-the-art, through computer simulations and vehicle test data. An unscented KF using a 5 degrees-of-freedom single-track vehicle model with linear adaptive tyres is found to substantially outperform the state-of-the-art linear KF across a range of test manoeuvres on different surfaces, both at constant speed and during emergency braking. Robustness of the observer to parameter uncertainty is also demonstrated.     

海水侵入条件下泥水盾构泥浆及泥膜性质变化试验研究

为探究采用泥水盾构进行海底隧道建设时,海水易从开挖面进入泥水舱并与泥浆混合,导致泥浆泌水率等参数发生变化,进而影响泥膜的性质和开挖面的稳定性问题,配制不同海水添加量的泥浆,测试泥浆的泌水率、黏度和ζ电位等参数变化,并对泥膜的孔隙比、渗透系数等参数进行测试。试验表明： 1）海水的侵入明显增大了泥浆的泌水率,降低了泥浆的黏度和ζ电位。 2）随着海水添加量的增加,泥膜的孔隙比降低,渗透系数由10-9 cm/s增大到10-7 cm/s。 3）导致泥浆泌水率及泥膜渗透系数变化的根本原因是随着海水的添加,泥浆的ζ电位逐渐降低,泥浆颗粒间斥力减弱,宏观上表现为快速沉淀、析水; 同时,由于泥浆颗粒吸引的阳离子增多,结合水膜变薄,形成泥膜的有效孔隙变大,宏观上表现为渗透系数增大。     

某海堤后方地面塌陷原因分析

采用现场调研和数值分析相结合的方法,分析某海堤后方地面塌陷的原因。首先结合现场调研结果,初步判断地面塌陷原因;其次通过建立饱和渗流本构模型,采用有限元法求解陆域回填料与海堤接触面各点渗透比降,与允许比降对比进行渗透破坏判别,明确地面塌陷原因;最后根据塌陷原因分析,提出有效的应对措施。地面塌陷是由回填料渗透破坏造成的,是海堤内坡倒滤结构破损和强降雨天气降水下渗共同作用的结果,通过修补倒滤结构和进行地面防渗处理,可有效防止地面塌陷的进一步发展。研究结果为成陆工程防渗设计和地面塌陷修补提供了重要的参考。