可耕种坡地的土壤水力参数非均质性变化

The spatial variations of the soil hydraulic properties were mainly considered in vertical direction. The objectives of this study were to measure water-retention curves, θ（ψ）, and unsaturated hydraulic conductivity functions, K（ψ）, of the soils sampled at different slope positions in three directions, namely, in vertical direction, along the slope and along the contour, and to determine the effects of sampling direction and slope position of two soil catenas. At the upper slope positions, the surface soils （0-10 cm） sampled in the vertical direction had a lower soil water content, 0, at a certain soil water potential （-1 500 kPa 〈 ψ 〈 -10 kPa） and had the greatest unsaturated hydraulic conductivity, K, at ψ 〉 -10 kPa. At the lower slope positions, K at ψ〉 -10 kPa was smaller in the vertical direction than in the direction along the slope. The deep soils （100 110 cm） had similar soil hydraulic properties in all the three directions. The anisotropic variations of the hydraulic properties of the surface soils were ascribed to the effects of natural wetting and drying cycles on the structural heterogeneity. These results suggested that the anisotropy of soil hydraulic properties might be significant in influencing soil water movement along the slope and need to be considered in modeling.     

DEVELOPMENT AND EXPERIMENTAL ANALYSIS OF HYDRAULIC LOCK OF THE THINNEST COAL SEAM SHEARER

The structure and work theory of a new type of hydraulic lock of the thinnest coal seam shearer is described in this paper. Its performance tests have been done the test results show that the performance of hydraulic lock is satisfactory and can be fit for the needs of locking and floating of the cutting drum of the thinnest coal seam shearer     

双流道泵水力设计的研究

在大量试验研究和设计实践的基础上,对双流道泵叶轮和蜗壳的一些主要几何参数进行了统计分析,发展和完善了双流道泵水力设计方法。给出了双流道泵叶轮轴面图前、后盖板圆弧半径R₁、R₂与比转数n_s及叶轮进、出口直径D_j、D₂的关系,提出了叶轮平面图流道中线方程。总结了双流道泵蜗壳基园直径D₃、进口宽度b₃、隔舌角φ₀和面积比系数y的计算公式。     

EN-1固化剂对4种土壤饱和导水率的影响研究

为了研究EN-1土壤固化剂的固化性能,通过室内模拟实验对杨凌、安康、安塞和靖边4种土壤在不同固化剂掺量、养护龄期的固化进行了土壤饱和导水率影响的研究,结果表明,微量掺加EN-1固化剂就可以明显减小黄棕壤和土的饱和导水率,饱和导水率随着培养龄期的增加而下降,当培养期大于14d时土样的饱和导水率近似为0;黄绵土与风沙土的饱和导水率随着固化剂掺量增加而减小,培养龄期增大,饱和导水率随之下降,固化剂掺量为1%,培养期为28d时黄绵土和风沙土的饱和导水率最低。     

Simplified equations for the determination of the hydraulic properties of horticultural substrates by one‐step outflow experiments

Simplified algebraic equations are derived to calculate directly the Brooks and Corey model parameters using data obtained from one‐step outflow experiments and saturated hydraulic conductivity. The suggested method has been demonstrated only for horticultural substrates and is verified experimentally for four substrates with satisfactory agreement of the results.     

土壤斥水性影响土壤水分运动研究进展

土壤斥水性广泛存在于各类土壤,是影响植物生长、土壤水分运动以及土壤侵蚀等水土过程的重要因素。该文阐述了土壤斥水性的基本概念,介绍了几种常用的斥水性强度测定方法及适用范围。在此基础上,论文对土壤斥水性如何影响土壤水力性质以及水分运动特征等研究现状作了全面评述,重点讨论了近年来该领域的研究热点,如土壤斥水性影响下的指流观测和理论模拟以及斥水性土壤蒸发过程等。最后,提出了相关研究中亟待解决的若干关键科学问题,主要包括确定土壤斥水性影响指流现象和蒸发过程的物理机制的揭示;考虑土壤斥水性参数的土壤水分运动数学模型的构建;以及对新模型的求解及对数值解的理论分析。由于土壤斥水性对土壤水分运动有重要的关联效应,相关问题的深入研究对进一步认识土壤水分运动的内在物理机制具有重要理论意义,也将为掌握和有效利用土壤斥水性提供实践指导。     

Time dependence of hydraulic parameters estimation from transient analysis of mini disc infiltrometer measurements

The transient analysis of mini disc infiltrometer (MDI) measurements is an established method for characterising near-surface hydraulic characteristics of soils. The reliability of hydraulic characteristics obtained from transient analysis depends on the (1) adequacy of model, (2) adequacy of data, (3) measurement time and (4) measurement footprint. The measurement time dependence recommendations are reported only for a few soil textures, initially wet samples and tension infiltrometer (TI) with a higher measurement footprint than the MDI. This study investigated the adequacy of infiltration data (using cumulative linearization [CL] and differentiated linearization [DL]) and measurement time influence on the hydraulic parameters determined from the transient analysis of MDI measurements for six soil textures. The objective of the study is to identify suitable MDI measurement durations for different soil textures for the initially dry state, considering both adequacy of data and time fractionation (measurement time influence). The data adequacy time obtained from the DL (T_DL) was found to be 0.8 times less than the value obtained from CL (T_CL). The marginal difference in T_DL and T_CL had a significant influence on the determination of infiltration equation coefficient C₁ and negligible influence on coefficient C₂. The time fractionation procedure adopted for identifying adequate MDI measurement time (T_m) was found to be comparable based on sorptivity (S₀) and hydraulic conductivity (K₀). The average T_m was also comparable with T_DL and T_CL with a strong positive correlation. The C₂ values obtained based on T_m, T_DL, and T_CL were in better agreement than the corresponding C₁ values. The adequate MDI measurement times identified by considering T_m, T_DL, and T_CL were texture dependent, ranging from 45 min for silt to 120 min for silt loam and silty clay loam. For loamy sand, it was 50 min; for sand, it was 70 min, followed by 60 min for loam.     

芒果去皮机的设计及其控制研究

芒果的外皮比较厚硬,富含纤维素,通常在加工前都必须去皮。与其它水果一样,由于芒果的品种不同,形状不同,成熟度不同,则去皮的难易程度就不同,不同的去皮方法所去皮层上的带肉率也不同。目前,芒果去皮的机械化程度较低,为提高芒果去皮的机械化程度及效率,介绍了一种新型的芒果去皮方法,对基于液压系统对芒果去皮过程的运动及控制进行了研究。     

复杂管系水轮机调节系统非线性建模与分析

为了深入揭示水轮机调节系统的非线性本质,研究了非线性水轮机调节系统的建模及动力学问题.在引水系统为复杂管道情况下,考虑水轮机调节系统中传递系数随运行工况变化而呈现的非线性,引入水轮机非线性传递系数,建立了复杂引水管系时的水轮机调节系统非线性数学模型.使用直接代数判据进行理论分析,得到了系统Hopf分支临界点组成的曲线.理论分析表明：水轮机调节系统响应在曲线的一侧区域内是稳定的,在另一侧是不稳定的.通过数值模拟,分析了Hopf分叉点两侧水轮机调节系统稳定性的变化情况,验证了理论分析结果的正确性,得到了使水轮机调节系统处在稳定区域内的调速器PID参数的范围.通过分岔图、Poincare映射图、功率谱图、时域图、相轨迹图、频谱图等,综合分析了随水轮机调节系统参数变化时,系统非线性动力学行为特性.该分析方法与结果,可为水电站系统的安全稳定运行提供理论依据.