泵站正向进水前池底坎整流机理数值模拟

为研究正向进水前池存在的不良流态,基于N-S方程和Realizable k-ε紊流模型,采用SIMPLE算法,数值模拟了正向进水前池中无任何措施和增设底坎整流措施的流态.CFD计算结果表明：原方案的前池两侧出现了大面积的回流区,泵站两侧机组进水条件差,水流偏斜较为明显;加底坎,且当底坎离进水池较远时,整流效果并不明显,前池内仍有大面积的回流产生,偏流依然严重;当底坎离进水池较近时,坎后旋涡直接影响到进水池的流态;通过CFD优化,底坎设在离进水池入口（7~10）D处,能明显改善前池的流态,水流能较均匀地流入各台机组;随着底坎坎高的增大,底层回流区会逐渐变小,较大回流区发生的位置也由坎后变为坎前,坎高的取值约为0.3H＇时,前池内流态较好;底坎的顶宽尺寸对前池流态的影响较小.CFD计算结果与试验结果基本吻合,研究成果对正向扩散前池流态改善有借鉴价值和实际意义.     

2BQM-6型免耕播种机结构设计及开沟器的力学分析

保护性耕作技术因其具有减少风蚀、保墒、提前播种期等作用,近年来在北方干旱地区得到逐步推广。免耕播种机作为保护性耕作的主要机具,其使用性能直接影响着这一技术的应用。为此,根据目前免耕播种机存在的主要问题,设计了2BQM-6型气吸式免耕播种机,实现了切茬、排茬、施肥、播种及覆土镇压等联合作业。在此基础上,对该免耕播种机重要部件开沟器进行了力学分析,寻找出了开沟器最容易疲劳失效的部位。     

立式导叶自吸泵内部湍流的大涡模拟

采用大涡模拟方法,运用CFD软件CFX对设计工况下的立式导叶自吸泵内部三维不可压缩湍流流场进行数值模拟。得到了其内部流场的压力分布和速度分布情况,对立式导叶自吸泵内部流场的相对速度分布和压力分布进行分析,对模型泵进行性能预测,得到了性能预测曲线,并进行了性能试验,结合预测结果与试验结果进行对比,说明大涡模拟法能够较准确地预测立式导叶自吸泵性能和内部流动特性,为立式导叶自吸泵的设计研究提供参考。     

基于单螺杆膨胀机的发动机排气余热回收系统

针对发动机排气余热的特点,设计了有机朗肯循环(ORC)排气余热回收系统,采用单螺杆膨胀机作为动力输出装置,采用R245fa作为工质,提出了发动机排气余热利用率的概念和计算方法。结合发动机的试验数据,分析了ORC工质蒸发压力和发动机转速对ORC系统性能的影响,确定了适用于ORC系统的工质蒸发压力的最佳值。研究结果表明,当工质蒸发压力为3.0 MPa时,ORC系统能够在发动机全转速范围内正常工作,并且ORC系统的净输出功率最高可达12.1 kW,热力学第一定律效率最高可达11.27%,热力学第二定律效率最高可达25.8%,发动机排气余热利用率最高可达8.9%,发动机排气余热回收效果明显。     

气流辅助式喷雾工况参数对雾滴飘移特性的影响

采用三维流场的多相流计算流体力学模型,研究雾滴在自然风影响、辅助气流胁迫和自身重力作用下在连续相和雾滴粒子群离散相耦合的交互作用,并分析了不同工况参数对雾滴漂移特性的影响.结果表明:增大风筒气流出口速度,可以胁迫雾滴向靶标运动,减少雾滴飘失率.当喷嘴流量较小时,雾滴飘失率变小的趋势最为明显.然而喷嘴流量过大时,雾滴整体抗飘失能力显著下降.辅助气流的喷雾角对减少雾滴飘失相对于自然风速、辅助气流风速没有显著的影响.     

离心泵全流场计算域三维造型方法

建立能够准确描述所研究问题的计算域是CFD数值计算顺利进行的基础,且计算城的光顺程度还会影响网格划分的难易及网格生成的质量.借助Pro/E Wildfire 5.0三维造型软件,采用不同的造型方法对离心泵全流场计算域的各过流部件进行三维造型,且在相同的网格类型与间距情况下,对比分析不同造型方法对网格划分难易程度、生成网格的质量以及网格生成效率的影响,确定离心泵叶片、叶轮水体、蜗壳水体及腔体的最优造型方法并分析了不同造型方法出现差异的原因.     

乳牛瘤胃挥发性脂肪酸的气相色谱分析

本文介绍了一种准确、可靠、简便、快速的乳牛瘤胃挥发性脂肪酸(VFA)的气相色谱分析方法。瘤胃液只经过一步前处理即可进样分析,从样品预处理到给出测定结果仅需15min,主要VFA的回收率可达97.86％～99.51％之间,变异系数在0.23％～1.19％之间。     

Modelling compaction of agricultural subsoils by tracked heavy construction machinery under various moisture conditions in Switzerland

In recent years, agricultural land in Switzerland has been increasingly used as temporary access ways for heavy machinery in road and pipeline construction operations. The Swiss soil protection law requires that measures are taken to prevent soil compaction in such operations, but gives no criteria to determine tolerable loads. We studied the compaction sensitivity of a loess soil (Haplic Luvisol) at different soil moisture conditions in a field traffic experiment and by a numerical model on the computer using finite element analysis. Two plots, one wetted by sprinkling and one left dry (no sprinkling), were traversed by heavy caterpillar vehicles during construction of a large overland gas pipeline. Compaction effects were determined by comparing precompression stresses of samples taken from trafficked and non-trafficked soil. A finite element model with a constitutive relation, based on the concept of critical state soil mechanics, was used to interpret the outcome of the field trials.

We found significantly higher precompression stresses in the trafficked (median 97 kPa) compared with the non-trafficked (median 41 kPa) topsoil of the wet plot. No effect was evident in the topsoil of the dry plot as well as in the subsoils of the wet and the dry plot. The observed compaction effects were in agreement with the model predictions if the soil was assumed to be partially drained, but disagreed for the wet subsoil if fully drained conditions were assumed. Agreement between model and experimental results also required that the moisture dependence of the precompression stress was taken into account.     

FEM analysis of subsoil reaction on heavy wheel loads with emphasis on soil preconsolidation stress and cohesion

Heavy sugarbeet harvesters may compact subsoil. But it is very difficult to study this by field experiments that resemble agricultural practice. Therefore, an analysis was made by a finite element method (FEM) for a relevant calcaric fluvial soil profile, the mechanical properties of which were largely known. Measuring data of this Lobith loam soil includes preconsolidation stress, compression index and swelling index, all as a function of depth. Using these three types of soil parameters calculations have been done for tyre sizes, inflation pressures and wheel loads that occur with heaviest sugarbeet harvesters available on the European market in 1999. Because no values on soil cohesion were available, the calculations were done for several cohesion levels. The results include the detection of regions with Mohr–Coulomb plasticity and regions with cap plasticity (compaction hardening). For the soil studied—a typical soil strength profile for arable land with ploughpan in the Netherlands in the autumn of 1977—all studied combinations of wheel load and inflation pressure did not induce compaction in and below the ploughpan. The size of the region with Mohr–Coulomb plasticity decreased with increasing cohesion. It appeared from a sensitivity analysis that, although soil modelling may use a great number of soil parameters, the most important parameters seem to be: preconsolidation stress and cohesion. There is an urgent need for data of these parameters that are measured on a great range of subsoils and subsoil conditions.