Different responses in bulk density and saturated hydraulic conductivity to soil deformation by logging machinery on a Ferralsol under native forest

Ferralsols have high structural stability, although structural degradation has been observed to result from forest to tillage or pasture conversion. An experimental series of forest skidder passes in an east Amazonian natural forest was performed for testing the effects of mechanical stress during selective logging operations on a clay‐rich Ferralsol under both dry and wet soil conditions. Distinct ruts formed up to 25 cm depth only under wet conditions. After nine passes the initially very low surface bulk density of between 0.69 and 0.80 g cm^?3 increased to 1.05 g cm^?3 in the wet soil and 0.92 g cm^?3 in the dry soil. Saturated hydraulic conductivities, initially >250 mm h^?1, declined to a minimum of around 10 mm h^?1 in the wet soil after the first pass, and in the dry soil more gradually after nine passes. The contrasting response of bulk density and saturated hydraulic conductivity is explained by exposure of subsoil material at the base of the ruts where macrostructure rapidly deteriorated under wet conditions. We attribute the resultant moderately high hydraulic conductivities to the formation of stable microaggregates with fine sand to coarse silt textures. We conclude that the topsoil macrostructure of Ferralsols is subject to similar deterioration to that of Luvisols in temperate zones. The stable microstructure prevents marked compaction and decrease in hydraulic conductivity under wetter and more plastic soil conditions. However, typical tropical storms may regularly exceed the infiltration capacity of the deformed soils. In the deeper ruts water may concentrate and cause surface run‐off, even in gently sloping areas. To avoid soil erosion, logging operations in sloping areas should therefore be restricted to dry soil conditions when rut formation is minimal.     

高架式微喷灌系统的喷头选型试验

通过6个微喷头产品水力性能参数比较,结果表明：绿源S-0088型微喷头产品在雾化指标（Pd）、喷灌均匀系数（Cu）等主要技术参数指标方面均优于同类产品,价格也较为合理.选择绿源S-0088型微喷头,作为贵阳地区高架式自动化微喷灌技术体系中的喷头选型最为适宜.     

不同杀菌剂对小麦真菌毒素污染防控及农药残留风险评估分析

为了解不同杀菌剂及施药次数对小麦赤霉病所造成的真菌毒素防控效果及所用杀菌剂带来的潜在安全问题,对信阳、襄阳两地区小麦主栽品种连续两年分别喷施不同种类、不同次数的杀菌剂,通过LC-MS/MS测定小麦中真菌毒素脱氧雪腐镰刀菌烯醇(DON)及各杀菌剂残留量,分析不同杀菌剂对小麦中DON累积量的影响,并对小麦籽粒中杀菌剂的残留量进行风险评估。结果表明,4种杀菌剂(50%多菌灵WP、25%氰烯菌酯SC、25%咪鲜胺EC、70%甲基托布津WP)均能不同程度降低小麦中DON含量。随着施药次数的增加小麦中DON含量呈下降趋势(除多菌灵外)。喷施50%多菌灵1次小麦籽粒中DON含量明显增加,较对照增加7%(信阳)、18%(襄阳),当喷施次数增加至2、3、4次,籽粒中DON累积量分别降至对照的55%～65%、24%～39%及20%～27%。25%咪鲜胺EC喷施3次后籽粒中DON含量较对照显著降低(P0.05),继续增加喷施次数,DON含量并未显著降低。25%氰烯菌酯SC对DON防控效果最佳,喷施1、2、3、4次小麦籽粒中DON毒素降至对照的42%～58%、29%～49%、12%～21%及6%～10%。喷施70%甲基托布津WP对籽粒中DON的影响与25%氰烯菌酯SC效果相差不大,喷施4次可使DON降至6%～12%。4种杀菌剂在小麦籽粒中的残留量均随施药次数的增加而增加。其中多菌灵的残留量最大,当施药4次后,信阳、襄阳两地小麦中多菌灵残留量分别为502.54μg·kg~(-1)、547.38μg·kg~(-1),均超过国家粮食安全限量水平,而其余三种农药残留量较低,均在安全限量范围内。研究结果还发现,小麦籽粒中的杀菌剂残留量与毒素DON的累积水平呈现一定程度的负相关性,施药次数与其残留量成正相关关系。因而,长江流域及江淮地区等小麦赤霉病易流行地区,建议于小麦扬花期及时喷施2～3次防控效果良好的杀菌剂,既能达到防控真菌毒素污染又可避免杀菌剂残留过高带来的安全隐患,以保证小麦安全生产。     

叶片角度对输水泵站泵装置水力性能影响分析

为研究输水泵站泵装置水力性能受叶片角度变化的影响,采用CFD方法模拟全流道泵装置水力性能,分析设计流量工况下叶片角度变化对进水流道、出水流道流动及叶轮内部流动特性和水力性能的影响.结果表明:在设计流量工况下,叶片角度偏离设计工况角度,叶轮进口近轮毂区存在回流、脱流;叶片角度偏离设计工况角度越大,进水流道、出水流道内水流流态越差,水力损失越大.当叶片角度调节为-8°工况时,与叶片角度-0°工况比较,进水流道和出水流道水力损失相对值最大,分别为1.28和2.89.即叶片同等偏离角度下,出水流道水力损失增大幅度较进水流道更加明显.对比数值模拟结果与模型试验结果得出,在设计流量工况,叶片角度为0°时,扬程相对误差为1.2%,效率相对误差为2.1%,两者吻合较好.     

射流泵装置性能预测方法

提出了一种射流泵装置性能预测方法,并进行了试验验证.以射流泵试验所得射流泵的流量比与压力比曲线,以及离心泵的流量扬程曲线作为预测初始条件,通过射流泵装置2种吸上高度4.5和9.0 m的性能试验,比较各流量比时装置工况点试验值与预测值精度,发现数值解法整体误差较小,能更好地反映射流泵扬程随流量比变化的情况,但与试验值相比仍存在误差且个别工况点误差较大,需进一步修正.引入预测值与试验值的比值作为修正系数,通过Plackett-Burman试验设计,从吸上高度、面积比、喷嘴直径、流量比、喉嘴距、喉管长径比、泵转速等因子中筛选出对射流泵扬程影响效应显著的面积比及流量比作为修正公式的关键参数,利用遗传算法和公式自动搜索拟合,得到射流泵扬程的计算公式,且相关系数超过0.99.通过射流泵装置在吸上高度为3.5和8.0 m的试验结果比较,表明具有较高的可信度.     

低扬程泵装置压力脉动特性

初步分析了低扬程泵及泵装置压力脉动的基本规律. 基于浙江姚江上游西排工程排涝泵站立式泵装置不同叶片角度和不同流量时的压力脉动特性模型试验结果,研究泵装置的叶轮室进口、叶轮室出口、导叶体出口和出水流道出口处的压力脉动规律. 从叶轮与导叶之间的水流条件、水泵运行工况等方面,对低扬程泵装置压力脉动进行了初步理论分析,提出了导叶体与叶轮间隙的大小、导叶体的叶片数对低扬程泵装置压力脉动特性的影响等需进一步研究的问题. 从水力因素和水泵制造等方面提出了避免低扬程泵装置压力脉动有害影响的对策:适当加大叶轮与导叶之间的间隙,避免水泵在偏离最优工况较多的条件下运行,提高水泵抗空化性能等;从避免产生共振的角度,提出适当加大叶轮叶片厚度、导叶叶片厚度和加强水泵的结构设计等措施.     

拖拉机电液耦合转向试验平台设计与硬件在环试验

针对电液耦合转向方案转向特性尚不明晰、转向数据采集和记录困难等问题,提出一种硬件在环拖拉机电液耦合转向试验平台设计方案。平台参数设计过程主要考虑功率损耗,为了满足电液耦合转向系统的性能要求,进行精度设计与量程设计。通过总体参数设计,得到电动助力、液压助力和阻力加载系统的参数计算模型,并基于AMESim建立电液耦合转向系统的控制与机械模型仿真进行了参数优化。通过基于dSPACE以及PXI的硬件在环控制方案,进行了各类转向工况试验验证,验证结果表明：阻力加载模拟系统能根据不同的地面条件、行驶工况等参数实现动态加载,响应速度和控制精度均能实现田间阻力模拟要求;电液助力转向系统能够产生较好的平滑助力,具有良好的转向路感;控制系统能与各传感器硬件协同配合,使拖拉机电液耦合转向试验平台具有良好的响应特性,能够真实还原拖拉机转向过程。     

生物炭折流湿地对生活污水的净化效果

为提升西北地区农村生活污水的治理水平,结合西北地区气温特征,以生物炭为主体构建了折流湿地,并分析其对生活污水中污染物的净化效果。结果表明:在水温8～12℃条件下,折流湿地的最佳水力停留时间(HRT)为2.5 d,此时,湿地中污水的化学需氧量(COD)、氨氮(NH_4~+-N)、磷酸盐(PO_4~(3-)-P)、悬浮物(SS)的去除率分别为90.51%、72.38%、90.73%、94.57%。此外,各自污染物去除率与其停留时间和沿程均呈显著正相关(P0.05)。折流湿地经过12个月的运行,对COD、NH_4~+-N、PO_4~(3-)-P、SS的年平均去除率分别为88.16%、83.16%、92.55%、96.30%,且出水水质稳定。生物炭作为折流湿地填料对COD、PO_4~(3-)-P、SS的去除过程均较好地符合一级动力学模型(R~20.91),并且对SS具有较快的去除速率。研究表明,生物炭作为折流湿地填料具有良好的应用价值,对解决西北地区农村水污染问题具有重要的意义。     

Effects of sediment load on the abrasion of soil aggregate and hydraulic parameters in experimental overland flow

The breakdown of soil aggregates under rainfall and their abrasion in overland flow are important processes in water erosion due to the production of more fine and transportable particles and, the subsequent significant effect on the erosion intensity. Currently, little is known about the effects of sediment load on the soil aggregate abrasion and the relationship of this abrasion with some related hydraulic parameters. Here, the potential effects of sediment load on soil aggregate abrasion and hydraulic parameters in overland flow were investigated through a series of experiments in a 3.8-m-long hydraulic flume at the slope gradients of 8.7 and 26.8%, unit flow discharges from 2×10~(–3) to 6×10~(–3) m~2 s~(-1), and the sediment concentration from 0 to 110 kg m~(–3). All the aggregates from Ultisols developed Quaternary red clay, Central China. The results indicated that discharge had the most significant(P0.01) effect on the aggregates abrasion with the contributions of 58.76 and 60.34%, followed by sediment feed rate, with contributions of 39.66 and 34.12% at the slope gradients of 8.7 and 26.8%, respectively. The abrasion degree of aggregates was found to increase as a power function of the sediment concentration. Meanwhile, the flow depth, friction factor, and shear stress increased as a power function along with the increase of sediment concentration at different slope gradients and discharges. Reynolds number was obviously affected by sediment concentration and it decreased as sediment concentration increased. The ratio of the residual weight to the initial weight of soil aggregates(Wr/Wi) was found to increase as the linear function with an increasing flow depth(P=0.008) or Reynolds number(P=0.002) in the sediment-laden flow. The Wr/Wi values followed a power function decrease with increasing friction factor or shear stress in the sediment-laden flow, indicating that friction factor is the best hydraulic parameter for prediction of soil aggregate abrasion under different sediment load conditions. The information regarding the soil aggregate abrasion under various sediment load conditions can facilitate soil process-based erosion modeling.