稻谷固定床式深层干燥试验研究

以木反和通风板构建一台面积22．3m^2的固定床干燥机，采用燃油直接燃烧加热的方式对谷物进行干燥。在不同的热风温度、稻谷初始含水率及总厚度条件下，测定了稻谷干燥的均匀性、各层稻谷的温升曲线和干燥曲线，分析了干燥参数对干燥床性能的影响。研究表明：沿层厚方向存在显著的温度梯度，干燥逐层进行。热风温度越高、总厚度越大，分层干燥现象越明显。在定风量的条件下，热风温度要对干燥的热量消耗无明显影响；总厚度增加、稻谷初含水率降低，干燥的热量消耗呈降低趋势。     

柴油机机体有限元结构分析

以柴油机机体为研究对象,利用ANSYS软件构建了精确的机体有限元接触模型,根据试算和经验确定了位移和载荷边界条件,对机体在各缸最大爆发压力下进行了结构强度和刚度分析,得到了机体在最大爆发压力下的最大变形点和最大应力点,分析了机体、气缸套、挺柱孔、轴瓦各处的变形和应力分布,考查了机体顶面和底面的密封性,并对原机体结构提出了改进建议。     

基于ANSYS的汽车车架结构有限元分析

利用ANSYS软件对车架进行有限元分析,以某8 t载货汽车为例,建立了车架结构的几何模型和以体单元solid92为基本单元的车架有限元分析计算模型,对该车架在载荷作用下的应力和变形进行了计算,可为车架的结构改进提供依据。     

基于SPSS的抚顺地区参考作物需水量的区域分析

根据抚顺地区3个气象站的气象观测资料，应用1990年联合国粮农组织推荐的Penman—Monteith公式计算各站1995～2004年10年来的参考作物需水量ET。利用SPSS统计分析软件对ET。进行回归分析。分析结果表明：章党气象站和新宾气象站之间具有较好的线性关系。而清原气象站和新宾气象站、清原气象站和章党气象站之间的回归不显著。此分析为分析抚顺地区的气候提供一定的依据，也为将来利用地理信息系统（GIS）分析区域的参考作物需水量的空间分布提供一定的基础。     

大型泵站虹吸式出水流道优化水力设计

采用三维紊流数值模拟的方法，揭示了大型泵站虹吸式出水流道内的三维流动形态；提出通过建立虹吸式出水流道几何模型并借助三维紊流数值模拟的方法，逐一改变流道几何尺寸、观察流态变化、逐步优化流道型线，以最终实现虹吸式出水流道的优化水力设计；通过专门设计的模型试验，验证了虹吸式出水流道优化水力设计的效果。     

水稻插秧机后插式分插机构运动分析与试验

对水稻插秧机后插式分插机构进行了分析。通过秧针端点运动轨迹上的6个特定点，对后插式分插机构的运动学特性作了理论分析和计算机模拟，并利用高速摄像对机构运动学分析进行了试验验证。理论分析和田间试验表明，后插式分插机构的结构参数选择合理，插秧性能优良。     

连杆类锻件成形分析的三维网格生成方法

采用双三次均匀Ｂ样条曲面方法，研究了连杆类锻件模过程有限元分析的三维网格自动生成，提出了一种基于参数曲面事的三维网格自动生成方法，研究结果表明，该方法可以同锻件边界曲面几何描述相结合，简便易行，可实现三维网格的自动剖分。     

柴油机无载测功法的试验研究

以4125A4柴油机为试验对象，运用多项式回归的方法，寻求柴油机功率与耗油量（最高空转速及额客转速）之间的内在定量关系。所建立的模型具有较高的准确性，相对误差可以控制在3%以内。无载测功方法简便、有效，对柴油机的田间测试具有较强的实用性。     

水化学分析方法在水电工程勘探中

水电工程有限的勘察及水文地质钻探仅能获取少量水文地质信息，而在工程勘察特别是平硐中，易取得出水点的水样，通过水化学分析可以获得更多的水文地质资料。通过对四川省自一里水电站平硐出水点水化学样的系列采集和测试，运用水化学成分离子比例分析法、灰色关联分析法和D、18O同位素分析等多种方法提取了平硐区水文地质信息，分析了山区平硐裂隙水的来源、补给高度及岩层渗透性等水文地质特征，探讨了水化学分析方法在分析水电工程水文地质条件中的应用。     

Sensitivity analysis of optimal operation of irrigation supply systems with water quality considerations

A model for optimal operation of water supply/irrigation systems of various water quality sources, with treatment plants, multiple water quality conservative factors, and dilution junctions is presented. The objective function includes water cost at the sources, water conveyance costs which account for the hydraulics of the network indirectly, water treatment cost, and yield reduction costs of irrigated crops due to irrigation with poor quality water. The model can be used for systems with supply by canals as well as pipes, which serve both drinking water demands of urban/rural consumers and field irrigation requirements. The general nonlinear optimization problem has been simplified by decomposing it to a problem with linear constraints and nonlinear objective function. This problem is solved using the projected gradient method. The method is demonstrated for a regional water supply system in southern Israel that contains 39 pipes, 37 nodes, 11 sources, 10 agricultural consumers, and 4 domestic consumers. The optimal operation solution is described by discharge and salinity values for all pipes of the network. Sensitivity of the optimal solution to changes in the parameters is examined. The solution was found to be sensitive to the upper limit on drinking water quality, with total cost being reduced by 5% as the upper limit increases from 260 to 600 mg Cl l^–1. The effect of income from unit crop yield is more pronounced. An increase of income by a factor of 20 results in an increase of the total cost by a factor of 3, thus encouraging more use of fresh water as long as the marginal cost of water supply is smaller than the marginal decrease in yield loss. The effect of conveyance cost becomes more pronounced as its cost increases. An increase by a factor of 100 results in an increase of the total cost by about 14%. The network studied has a long pipe that connects two distinct parts of the network and permits the supply of fresh water from one part to the other. Increasing the maximum permitted discharge in this pipe from 0 to 200 m³ h^–1 reduces the total cost by 11%. Increasing the maximum discharge at one of the sources from 90 to 300 m³ h^–1 reduces the total cost by about 8%.