宽顶堰上平板闸门水力计算的探讨

根据平板闸门水流条件对流量系数的影响，对闸门的水流条件进行分类，通过试验研究，对平板闸门流量系数计算公式的适用条件进行了较为细致的讨论并加以分类，使闸门的水力计算更加清晰、准确，为工程计算提供了参考和依据。     

自动给水栓灌溉系统的运行模拟与研究

根据广东省台山市都斛镇水稻田控制排灌田间工程试验区的实测资料 ,探讨了在已定工作水头和输水管管径的条件下 ,不同出水口开启状况下各给水栓出流量的数学分析方法 ,同时模拟计算了不同管径 (或改变水头 )条件下给水栓系统运行状态的变化 ,并与实际观测情况进行了比较和分析     

孔板流量计瞬时孔流系数的数值预测

为了研究孔板流量计在测量流量快速变化时的特性,以孔板流量计瞬时孔流系数C为研究对象,采用计算流体动力学（CFD）方法,基于Realizable分离涡模拟（DES）描述瞬时湍流流动,模拟研究了流量直线加速过程瞬时C和内流场随时间的演变结果.为了对比分析,将加速过程离散为不同流量下的稳态点,采用Realizable k-ε模拟各个稳态点的孔流系数和流场结构.稳态孔流系数C0的模拟结果与ISO试验回归曲线相比,误差在3%以内.将加速过程和稳态假设下模拟的孔流系数结果进行对比,结果表明：加速过程瞬时C从0逐渐增加至稳定值,而稳态C0基本保持在0.6附近.进一步将孔流系数与内流场和压力场分布的演化结合起来分析,得出以下结论：加速流动的漩涡滞后于稳定状态,加速前期压能没有在短距离内全部转换为动能,是导致C与C0产生偏差的内流原因.研究内容可为瞬时流量的测量提供参考基础.     

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     

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。     

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.     

黄土高原全新世以来土壤侵蚀强度的定量分析初探

黄土高原全新世以来可划分出5个侵蚀阶段,其起始年龄分别为11,7.0,0.7,0.3,0.15kaBP。根据高原现代河流沉积物的粒度组成、河流输沙量、径流量和年降水量等数据建立了各个指标的回归方程。根据各方程和全新世不同时期阶地沉积物的实测数据,计算了各个阶段的平均古侵蚀强度和流域输沙量。结果表明,不同时期水土流失的主要控制因素是不同的:在11000～7000aBP时期以构造活动因素为主,在7000～2000aBP期间以气候因素为主,在2000～700aBP和300aBP以来以人为活动因素为主,而在700～300aBP是构造活动、气候变迁和人类活动的共同作用因素。自然因素的突变作用一般大于人类活动的作用,而现代人类活动的加剧程度大约是自然侵蚀强度的45.5%。     

泥石流与主河交汇的试验研究

泥石流入汇主河属于复杂的非牛顿流体与牛顿流体汇流问题,由于其机理的复杂性,一直缺少这方面的研究。本文在试验的基础上,分析了泥石流入汇主河后,汇口附近各水力参数的变化规律。探讨了泥石流入汇后下游水位相对壅高与流量比以及交汇角的关系,得出相对壅水高度随流量比及交汇角的增大而增大的结论。分析了交汇口附近淤积量及淤积率与流量及流量比的关系。30°,60°和120°交汇角情况下,淤积量总体趋势是随支流流量及流量比的增大而增大,淤积率随总流量增大而减小,在主支流量相当时出现最大值;90°交汇时,淤积量随支流流量及流量比的增大而减小,淤积率随总流量增大而增大,在主支流量相当时出现最小值。     

Simulations of storm hydrographs in a mixed-landuse watershed using a modified TR-20 model

Most flood damage in Korea is caused by heavy rainfall events and typhoons during the summer rainy season. A modified Natural Resources Conservation Service (NRCS) TR-20 model, TR-20-RICE, was developed to investigate the storm runoff characteristics of a 385-ha mixed-landuse watershed in Korea. The TR-20-RICE not only used the rainfall excess and hydrologic flood routing components of the original TR-20 model, but also included a paddy runoff process, which captured irrigated paddy runoff characteristics such as inundation, retention storage, and surface runoff. The performances of TR-20 and TR-20-RICE were compared using storm hydrographs and observational data. The results indicated that both models simulated storm runoff accurately over the simulation period. The TR-20-RICE runoff volume, peak discharge, and time-to-peak predictions were slightly closer to observations than those of the TR-20. The TR-20-RICE model may an effective alternative to the TR-20 model for generating storm hydrographs, particularly in the mixed-landuse watershed in Korea.