Using drainage systems for supplementary irrigation

The use of drainage systems for supplementary irrigation is widespread in The Netherlands. One of the operating policies is to raise the surface water level during the growing season in order to reduce drainage (water conservation) or to create subsurface irrigation. This type of operation is based on practical experience, which can be far from optimal.To obtain better founded operational water management rules a total soil water/surface water model was built. In a case study the effects of using the drainage system in a dual-purpose manner on the arable crop production were simulated with the model. Also, the operational rules for managing this type of dual-purpose drainage systems were derived.The average annual simulated increase in crop transpiration due to water conservation and water supply for subsurface irrigation are 6.0 and 5.4 mm.y^–1, respectively. This is equivalent with 520 × 10³ and 460 × 10³ Dfl.y^–1 for the pilot region (2 Dfl 1 US $). The corresponding investments and operational costs are 600 × 10³ Dfl and 9 × 10³ Dfl.y^–1 for water conservation and 3200 × 10³ Dfl and 128 × 10³ Dfl.y^–1 for subsurface irrigation. Hence, water conservation is economically very profitable, whereas subsurface irrigation is less attractive.Comparing the management according to the model with current practice in a water-board during 1983 and 1986 learned that benefits can increase with some 50 and 500 Dfl per ha per year, respectively.     

微灌毛管水力设计的经验系数法 微灌水力设计计算方法探讨之三

本文定义了经验系数a_1(a_2),并由此建立了微灌毛管上最大(最小)灌水器流量与平均流量间的关系式,计算并绘出了地形坡降J=-0.05～0.05、流态指数x=0.49～0.762、流量q=3.79～40.98L/h、流量偏差q=0.10～0.24范围内a_1的变化值,论证了a_1=0.65吋,产生的计算误差在3％以内,因此可在微灌设计中应用;并列出了按经验系数法计算毛管的步骤,并示以算例。     

Infiltration in surface irrigated swelling soils

Infiltration characteristics for border strip irrigation at two sites with swelling clay soils were examined. Volume infiltrated was calculated from flow onto the field monitored with flow meters; depth of water in the soil estimated from soil samples taken before and after irrigation; and the advance profile which was used to calculate the volume infiltrated with time. Volume infiltrated was compared with volume of cracks before irrigation.Linear advance and observed crack closing supported the hypothesis that infiltration approached zero after about 10 min. Volume of cracks was less than 20% of the volume infiltrated. Wetting front was 3–10 times greater than depth of observed surface cracks. There was no significant correlation between intake opportunity time and depth of infiltration, but elevation irregularities were related to infiltration.     

管网中泵破坏瞬变流的数值模拟

建立了管网中泵破坏瞬变流的数值模拟，该模型考虑了泵破坏无量纲非线性边界条件，运用特征线法对方程进行了求解。经验证，证明模型是可靠的，可用于工程分析计算。     

基于余压控制的液压制动系统性能研究

为了提高液压制动系统的性能,分析了制动效能的影响因素和矿用自卸车液压制动系统的原理。建立了液压制动系统简化模型,并对其关键元件制动踏板阀进行了特性分析。应用AMESim建立了液压制动系统的仿真模型,研究了参数变化对系统性能的影响,提出了余压控制减小制动器作用时间的方法,试验结果验证了仿真分析的正确性和余压控制的可行性,减小了制动器作用时间,缩短了制动距离,使制动性能大大提高。     

旋耕刀曲面典型形状的研究

给出了描述旋耕刀曲面形状特征的３个角度参数：滑切角、起土角及偏切角，对比研究了日本典型旋耕刀ＦＴ８０３及Ｙ１５１和我国国家标准旋耕刀ⅡＴ２４５的这３个角度参数值，指出了旋耕刀曲面形状对其耕作性能和功耗的影响。     

提高拖拉机覆盖件模具曲面加工精度的研究

通过拖拉机覆盖件模具的加工,分析了CAM软件在进行覆盖件模具数控程序设计时,影响曲面加工质量的相关因素;从刀具、加工方法、进退刀方式和切削参数等方面介绍了提高曲面加工精度和采取的改进措施。     

WY10液压挖掘机液压系统减少压力损失的措施

对管道的压力损失进行了分析,并在设计液压系统管路时采取了减少能量损失的措施,提高功率利用率,以达到节能的目的。     

凡纳对虾小触角表面结构的显微观察

应用光学显微镜和扫描电子显微镜观察了凡纳对虾小触角的表面结构。结果发现：小触角上广泛着生着700根以上的羽状刚毛；外鞭片状隆起腹面平均约具280根无顶孔但有细分支的化感刚毛，这类有分支的化感刚毛在其它十足目种类上未见有报道，而且其刚毛数也较其它种类少；内侧附肢前端与柄节上直立的羽状刚毛毛簇顶相接触，推测该结构可能对相邻的复眼具某种作用。     

由地铁隧道工程引起地表横向沉降的预测分析

应用Peck法、Logan-Poulous法、随机介质理论等方法对由地铁隧道工程引起的地表横向沉降进行预测,并对上述方法的实质加以研究。用STS沉降预测系统对实测数据进行分析和计算,并通过实测曲线和预测曲线的比对分析,验证上述方法的预测精确性。