黄土坡面结皮对土壤水稳性团聚体的稳定性和可蚀性的影响

为了探析微地形下土壤受雨滴打击后产生的结皮类型及团聚体组成差异。通过人工模拟降雨,研究坡面不同位置的结皮土壤水稳性团聚体分布特征、稳定性以及土壤可蚀性的变化情况。结果表明：（1）土壤水稳性团聚体以大团聚体（粒径>0.25 mm）含量为指标,原状土、结构结皮、沉积结皮、过渡带结皮>0.25 mm粒级的水稳性团聚体分别占37.28%、43.58%、36.69%、40.34%;（2）以降雨历时5 min为例,原状土、结构结皮、沉积结皮、过渡带结皮的水稳性团聚体的破坏率分别为：51.49%、46.00%、62.76%、51.02%;（3）原状土、结构结皮、沉积结皮、过渡带结皮的水稳性团聚体的平均重量直径分别为：0.15、0.20、0.14、0.17 mm;（4）原状土、结构结皮、沉积结皮、过渡带结皮土壤可蚀性K值的大小分别为：0.223、0.200、0.229、0.205。微地形下产生结皮差异使得水稳性团聚体分布有所区别,因此土壤水稳性团聚体稳定性和可蚀性存在差异。     

微喷带单孔水量分布影响因素试验研究

为了探究微喷带管径、喷孔结构、工作压力以及喷射角度对单孔水量分布影响,以常用的机械打孔的Ф28,Ф32,Ф40和Ф50这4种微喷带为研究对象,通过调节微喷带的喷射角度和工作压力,研究微喷带正常运行时单孔喷水(其他孔进行遮挡,不混入测试单孔的水流中)特性,测定了不同工作压力条件下射程、湿润面积、干燥区宽度等参数.结果表明:喷水射程随喷射角度先增大再减小,射程最大值为30°~ 40°,随工作压力的增大而增大;湿润区宽度与喷射角度、工作压力均存在正相关的关系;射程与干燥区宽度随喷射角度的变化规律相同;湿润区面积的最大值出现在喷射角度为50°时.在实际运行中,建议微喷带喷射角度为30°~50°,并应根据干燥区与射程合理布置相邻微喷带的铺设间距.     

滴灌条件下水土温度对覆砂土壤水热运移影响的数值模拟

为探究滴灌条件下水温与土温对覆砂土壤水热运移规律的影响,基于HYDRUS-2D构建了不同水土温度土壤水热运移数值模型,模拟分析了不同水土温度对覆砂土壤水分、温度动态变化的影响。结果表明:灌溉水温对土壤水热分布影响显著,随着温度升高,土壤湿润体内含水率减小,表现为35℃水温20℃水温5℃水温,灌溉水温对土壤剖面温度分布也有较大影响,表层0—15 cm范围内温度变化了5～10℃。相同水温条件下,随着土壤温度升高,土壤饱和导水率增大,湿润土体内体积含水率减小,表现为30℃土壤温度15℃土壤温度5℃土壤温度。滴灌水平和垂直湿润锋运移距离随温度升高而增大,湿润锋运移距离与时间符合幂函数F=at~b,决定系数R~2介于0.977 4～0.999 6,并建立了水平和垂直湿润锋运移距离与入渗时间和温度的关系模型。以期为西北干旱地区砂石覆盖生态农业的合理补灌提供理论指导。     

含岩屑紫色土水分扩散规律

紫色土中存在的岩屑显著影响土壤水分扩散。以往研究主要集中在> 2 mm岩屑上而忽视了<2 mm岩屑的作用。因此,探讨>2 mm岩屑对紫色土水分扩散的影响基础上,明确<2 mm岩屑的作用对完善含岩屑紫色土水分扩散规律的研究具有重要的意义,从而为土壤水动力学模型的构建提供理论依据。以四川盆地紫色页岩发育的暗棕紫泥土和泥岩发育的红棕紫泥土为研究对象,设置3种岩屑粒径(0.25~2,2~5,5~10 mm)和4种岩屑含量(0,30%,50%,70%),利用水平土柱吸渗法测定含岩屑土壤湿润锋变化特征、水分扩散率D(θ)和土壤含水率θ,并拟合D(θ)、Boltzmann参数λ与θ之间的关系。结果表明:对于暗棕紫泥土,岩屑粒径为2~5 mm时,土壤湿润锋前进速率和D(θ)随岩屑含量增加呈先增加后降低再增加的趋势;岩屑粒径为0.25~2,5~10 mm时,土壤湿润锋前进速率和D(θ)随岩屑含量增加逐渐增加。对于红棕紫泥土,岩屑粒径为2~5,5~10 mm,随岩屑含量增加,70%岩屑含量的土壤D(θ)明显大于其余3个岩屑含量的土壤,而30%岩屑含量和50%岩屑含量土壤之间的D(θ)无显著差异,且土壤湿润锋前进速率均呈先增加后降低再增加的趋势;岩屑粒径为0.25~2 mm时,土壤湿润锋前进速率和D(θ)随岩屑含量增加逐渐增加。因此,随岩屑含量提高,土壤水分扩散速率整体呈现增加趋势;且泥岩发育的土壤水分扩散速率高于页岩发育的土壤。     

地埋滴灌点源入渗土壤水分运动规律实验研究

通过室内砂土中进行地埋滴灌的实验,对地埋滴灌在砂土中的适应性进行初步研究,为田间试验布置提供依据。通过分析湿润锋的推移速率、特征点的土壤含水率变化规律,发现湿润锋推移速率先是径向大于垂向,随着灌水时间和灌水量增加,水平方向和垂向的湿润锋和含水率趋于平衡。根据对比滴灌带埋深15和20 cm特征点的含水率变化情况,得出埋深15 cm节水效果更好,更利于作物生长。实验还得出湿润比能作为滴灌灌水参数的指标,由于作物种植的间距和作物根系深度之比基本小于1.0,因此在田间实际灌溉中湿润比应控制在1.0左右。     

抗滑桩优化设计在滑坡治理中的应用研究

基于传统剩余推力法，提出了新的抗滑桩优化方法。以位于凉山彝族自治州某县城南的滑坡体为例，说明了主要治理方法。采用剩余推力法和新的抗滑桩优化方对该滑坡体天然状态工况进行了稳定分析。结果显示，在设计安全系数为1．15的情况下，该滑坡处于临滑状态，因此，须采取相应的加固措施，最后推荐了抗滑桩设计方案，已在凉山州某县城滑坡工程中成功实施。     

前桥摆转转向式四驱底盘结构形状指数的优化

前桥摆转转向式四驱底盘可直接转入下一畦作业,提高了小地块工作行程率,在地头宽度小于等于1个作业宽度时,更有利于机耕过程中的转向操作。为此,通过ADAMS软件仿真,以最小地头宽度为目标对底盘结构参数进行了优化。仿真结果表明,底盘在作业过程中从一畦进入地头直接转入相邻的下一畦时,后内侧轮基本上不吃入上一畦,最小地头宽度与长宽比成反比。在底盘转向时行走轮不干涉后悬挂农具的前提下,底盘最小的理论长宽比应为0.5:1。但由于底盘长宽比受行走轮直径、轮宽及重心的影响,底盘的合理长宽比值范围需趋近于理论长宽比。当机具作业宽幅大于等于机具轮宽时,可直接做倒U形转向;否则采用"4"和歪梨形组合掉头转向,实现地头宽度等于1个作业幅宽的转向。     

A FINITE ELEMENT ALGORITHM FOR PARALLEL PROCESSING OF MULTI-FRONTS

In this paper,a new algorithm for solving large-scale finite element system is presented, which utilizes the architecture of parallel processing. Firstly, the structure is partitioned into sub-regions. Then multi-fronts are used to assemble and eliminate concurrently in every sub-region. Thus the condensed interface stiffness matrices and load vectors are obtained. By serially assembling and solving global equation to get interface displacements and backing to every sub-region, the inter-nodal displacements and element stresses can be solved. The results of computation show that it can not only increase the speed of computation,but also save the memory space of computer effectively. This algorithm is an effective method for solving large-scale structural finite element systems.     

Surface drainage requirement of crops: Application of a piecewise linear model for evaluating submergence tolerance

Crop tolerance to land submergence is an important criterion for designing a surface drainage system for agricultural lands. This paper collates the available data from various places in India related to the studies on the submergence tolerance of crops. The paper hypothesizes that a piecewise linear model could be used to describe crop response to land submergence. According to this hypothesis, there would be no yield decline for a few initial days of submergence. If submergence continues beyond this period then there would be linear decline in yield. The unknown parameters in the model are: optimum yield, threshold time and the slope which represents the per cent yield reduction per day of additional submergence beyond the threshold.Data in respect of wheat, pigeon peas, cowpeas, pearlmillet, maize and groundnuts indicate that the model describes the data well, although in many cases the threshold is 0.0. The yield reduction varies from 5.3 to 23.2% for each day of submergence beyond the threshold. It appears that to allow for more than 1–2 days of submergence will result in more than 10% reducation in yield of dryfoot crops. For the maize crop, the seedling stage is the most sensitive stage followed by the silking stage. The grain formation stage is the least sensitive, although even at this stage the threshold is 0.0 and yield reduction is 9.3% for each day of submergence beyond the threshold. The data for 9 test crops from Texas and Venezuela were well described by the model. It is concluded that the piecewise linear model is a useful tool for describing submergence tolerance of crops and for working out surface drainage requirements for a given level of yield reduction. Frequency analysis of the daily rainfall data from some selected locations indicates that there is every likelihood of submergence at most of the stations. It is suggested that there is an urgent need for developing wet farming techniques analogous to dry farming techniques.     

特种优质水稻灌溉技术的试验研究

为了达到节水、改土和增产的目的,通过研究灌溉方式对耗水量、灌溉定额、灌水次数和特种优质水稻生长发育及其产量的影响,水文年型和品种对耗水量的影响,优选出了特种优质水稻最适宜的田间水分控制模式。