基于leap-frog算法的考虑土壤频率特性对配电线路耦合入、散射电压的影响

针对土壤电导率与不同频率下的电磁场衰减具有一定的相关性,且在雷电过电压计算过程中简单的将土壤电导率考虑为定值存在较大缺陷的现状。笔者首先采用跳跃时间步进(leapfrog)技术结合FDTD算法对Maxwell方程组在柱坐标系下进行离散处理,对闪电回击电磁场进行快速计算,同时结合Agrawal耦合模型对总感应过电压进行计算,并将总感应过电压拆分成入射、散射电压,主要研究雷击地面情况下,土壤变频特性对线路中点、端点位置处耦合入射、散射电压峰值及波形的影响。研究表明:土壤变频特性使中点位置处总感应过电压峰值削减28%,入射电压峰值抬升38%,对散射电压峰值影响较小,该位置处感应过电压主要由垂直电场决定;土壤变频特性使端点位置处总感应过电压峰值削减39%,散射电压峰值削减58%,远距离感应过电压主要由水平电场决定,同时土壤变频特性使总感应过电压、散射电压双极性波形在一定程度上进行了削弱。因此在线路耦合雷电过电压计算研究工作中,必须要考虑土壤变频特性对其影响。

土壤固有频率与孔隙度、含水率的关系研究

为确定土壤含水率、土壤孔隙度与土壤固有频率的关系,采用自制的土壤压实机械进行土壤试样制作,运用试验模态分析法,进行不同含水率和孔隙度下土壤固有频率的测定。获得了不同孔隙度下土壤固有频率和土壤含水率的关系曲线以及不同含水率下土壤固有频率和土壤孔隙度的关系曲线。分析结果表明:土壤试样含水率为3%~15%时,当土壤孔隙度一定,土壤试样固有频率除含水率为3%时呈线性增长,其余含水率均为先增大至含水率为9%左右后开始降低;土壤试样孔隙度为40%~48%时,当土壤含水率一定,土壤的固有频率随着土壤孔隙度的升高而增大。试验结果可为研究不同农机具作业后土壤—车辆振动系统的传递提供依据。

EXPERIMENTAL STUDY ON SOIL MOISTURE USING DUAL-FREQUENCY MICROWAVE RADIOMETER

An experiment of measuring soil moisture was carried out by using dual-frequency microwave radiometer designed by the authors. The measured data were analyzed by using statistical regression method and the empirical regression model of retrieving soil moisture in L-band and C-band was developed. The soil moisture in a rainfall event was retrieved using the experiential regression model, which is consistent well with the field sampling value. The results show that when soil moisture is lower than 75%, the brightness temperature is linear with soil moisture. However, when soil moisture is higher than 75%, the brightness temperature is not linear with soil moisture, so it is difficult for microwave radiometer to measure the changes of soil moisture. The experiment verifies the effectiveness and feasibility of microwave remote sensing soil moisture. Although this method for linear regression based on the data measured with the radiometer is simple, and has strong adaptability, generally it has only local application value, and lacks universal applicability for different areas and different conditions.

Ecological Consequences of Mechanization of the Wood Skidding Works in Greece

The movement of the wood skidding means on the natural ground causes damages in the soil and in the remaining stand, the size of which depends on the kind, the resistance and the soil conditions, from the size and movements frequency on the machines as well as from the length of the skidding wood. This study was carried out in a productive forest of Greece, the resistance of the soil in connection with the moisture and the category of the native stone, the pressure that tires of tractors exert in the soil, are estimated. It also estimated the percentage of the trees in the remaining stand which suffer damages from the movement of various means. The above means are used for the skidding of wood of different lengths. According to the results of the research some measures are suggested so as to decrease the damages, which are caused in the soil and in the remaining stand.

Dynamic Properties of Long Large Cross-section Underground Structures in Dynamic Seismic Analysis

Seismic safety of underground structures is one of the main concerns in underground space exploitation. As the first step for dynamic seismic response analysis, the free vibration of long large cross-section underground structures is studied in the present paper. The general free transverse vibration motion equation of long large cross-section underground structure is derived with the comprehensive consideration of internal and external damping, effects of shear, cross-sectional rotational inertia and axial force, and a twoparameter soil model. In this way, Timoshenko＇s beam theory is extended. Two limit cases of free transverse vibration of underground structures are discussed. Parameter study shows that in general wave propagation velocities in structures increase with soil elastic parameters. However the influence of Winkler＇s parameter k is significant while the effect of the second soil elastic parameter gp is insignificant. The free vibration frequency of underground structures increases with relative wave number and soil elastic parameters. Unlike the influence of soil elastic parameters on wave propagation velocities, the influence of soil elastic parameters k and gp on the vibration frequency of underground structures have the same order; therefore the influence of the second soil parameter gp on the free vibration of underground structures should not be neglected in dynamic seismic analysis of underground structures

Magnetic properties of two soil profiles from Yan'an,Shaanxi Province and their implications for paleorainfall reconstruction

The physical and chemical properties of soils are closely controlled by the climate factors and thus are significant for paleoclimate reconstruction. In this study, two adjacent soil profiles （LP and LPM） with different slopes from Yah＇an, Shaanxi Province, were investigated using magnetic methods to determine the impact of topography on magnetic properties of soil. Our results show that although LP and LPM have similar magnetic minerals and grain size distribution, both the average and max- imum magnetic susceptibility （Z） of LP are almost doubled compared to those of LPM. In addition, the ratios of susceptibility enhancement to the background （Ez） for LP and LPM are 2.27 and 2.04, respectively; the ratios of saturation isothermal rem- nant magnetization （SIRM） enhancement （EsIRM） for these two profiles are 1.80 and 1.86, respectively. The slopes of the linear regression trends between frequency-dependent susceptibility （ZFD） and ＂hard＂ isothermal remnant magnetization （HIRM） （ZFD/HIRM）, Anhysteretic remnant magnetization （ARM） and HIRM （ARM/HIRM）, are almost free from the effect of parent material. XFD/HIRMs for LP and LPM are 28.7×10 5 and 28.9×10 5 A m^-1, respectively; ARM/HIRMs are 0.35 and 0.33 for LP and LPM, respectively. These results demonstrate that parameters, ZFD/HIRM, ARM/HIRM, Ez and ESIRM, are affected less by parent material and topography, which are better than the Z for bulk samples to indicate the paleoclimatic conditions （e.g., the paleorainfall） in a large-scale region.