变压器局部放电在线监测技术分析

阐述了变压器局部放电在线监测的原理、现状以及在线监测方案如何选择，分析了变压器局部放电在线监测中的各种干扰及其抑制方法并提出了实际监测中分层式抑制干扰的模式，探析了目前在线监测局部放电所存在的问题。     

Division of irrigation water in The Fayoum,Egypt

The division of irrigation water in The Fayoum, Egypt, has been measured. Factors influencing this division are discussed: the hydraulic conditions at structures and canals, the operation regime of gates, lack of reliable gauge data for system operation, shortage of labour, and the water level in Lake Qarun. A deviation from uniform supply has been found for the entire Fayoum, but also along a lateral and sub-lateral. The reasons for this are discussed and suggestions for possible technical improvements of The Fayoum system are given.Abbreviations FWSBM Fayoum Water and Salt Balance Model Project - MSL Mean Sea Level at Alexandria - FID Fayoum Irrigation Department - mcm million cubic metres     

The quality of service provided by the irrigation department to the users associations, Tunuyan System, Mendoza, Argentina

The quality of service provided by the provincial Irrigation Department (DGI) to the Water Users Associations (UA), and subsequently by the UA's to the related water users, is based on the provincial water law. The intended volume of water being delivered per considered period further depends on the water availability and on the (crop irrigation) water requirements. The Service Level (SL) compares the intended water supply with the water supply that would be required to supply the entire irrigable area with sufficient water. As soon as the intended water delivery pattern is set, the measured actual delivery can be assessed against the intention. Several performance indicators are used in this context. Based on the assessment of the Water Delivery Performance Ratio and the Overall Consumed Ratio recommendations are made on changes which can be made to improve water use and reduce problems of waterlogging.     

Passage of sediment through flumes and over weirs

This paper reports on laboratory research on the sediment passagecapability through long-throated flumes and broad-crested weirs withwhich the Froude number in the approach channel does not exceed 0.6over a distance of about 20 times the water depth upstream of thestructure. Design rules are given for any combination of flume or weirin combination with any channel.     

垄膜沟种涌泉灌溉技术要素的试验研究

在垄膜沟种农田进行了涌泉灌灌水试验，通过对水流推进过程观测，分析了田面水流运动特性，研究了沟宽对田间灌水均匀度的影响，并对垄膜沟种涌泉灌溉技术要素进行了探讨。结果表明，涌泉灌田面水流推进曲线可用幂函数表示。随着沟宽的增大，灌水均匀度呈下降趋势。从灌水质量和管网成本两方面综合考虑，试验条件下灌水技术要素的入沟流量、沟宽和灌水器间距分别以80～100L/h、20-30cm和4～5m为宜。     

舌形坎与短边墙坎泄流水舌空中扩

表孔连续坎虽然具有经济实用、便于施工等优点，但同时也存在下泄水流过于集中，水垫塘底板冲击压力过大等问题。针对这一问题，部分项目的前期设计曾采用舌型坎和短边墙坎来改善水舌入水流态。但目前还没有公式可以对这些异型坎水舌扩散进行详细的数值计算。对通过舌型坎和短边墙坎的水舌流态进行了建模计算，并在对计算数据进行分析的基础上提出了不同坎型条件下掺气水舌空中横向扩散规律。     

宽顶堰平板压差式量水闸过流规律

灌区水量的测量问题正日益受到关注。对于平原灌区，研究利用以淹没出流为主的工作闸门进行渠道量水具有现实意义。基于孔板式流量计的测流原理，提出一种平板压差式量水闸门。选择不同闸门开度e与闸门上游水深H组合，通过室内试验研究分析了闸孔淹没出流的相关测流规律，得出实用的流量系数经验公式。结果表明，该型闸门结构简单，取压方便，量水精度较高，集水位流量调控与测量为一体，适合应用于平原灌区。     

河岸浸没预测及排水沟效果研究

针对浸没预测忽略上边界入渗补给和蒸发等问题的缺陷，利用Visual Modflow地下水模拟软件，建立了非稳定流数学模型，设定合理的边界条件，重点探讨了入渗系统和蒸发系统的确定方法和步骤。利用建立的数学模型，模拟计算浸没范围，并设置排水沟边界模拟排水效果。对多层地基，得出3.5m深排水沟可以将浸没范围控制在距堤脚100m范围内的结论。     

免耕精量直插点播偏置滑块机构的参数优化

以免耕直插式精量点播器的偏置滑块机构为研究对象,为实现该点播器接近零速投种对其结构参数进行优化分析。对偏置滑块的偏置距离e在[0,25]内抽出11组进行仿真分析。优化分析的结果表明:滑块偏置的距离e=10mm,点播器的鸭嘴入出土位移差s=68mm,鸭嘴在入出土瞬时速度v=42mm/s,曲柄摆角θ=30°。     

爆破溃副坝的流量过程线计算方法及其应用

在考虑特定水库的入流、库容特性及阻力、泄洪特性的基础上 ,按照水量平衡与输沙平衡原理 ,提出副坝逐渐溃决的流量过程线的 1种新的计算方法 ,该方法被用于某水库安全问题的研究 ,结果表明该方法是切实可行的。