测定应力集中系数的灰色建模方法

通过对带轴肩的扭转圆轴、带双凹槽的拉伸板条、带偏心孔的纯弯曲梁等几种典型构件在应力集中处进行应变电测，利用灰色系统理论对测试数据进行累加生成处理、模型识别，建立了应变分布的灰色模型，用该模型求出了应力集中处的应力集中系数。结果表明：与目前常用的数据处理方法比较，灰色建模方法具有所需测试数据少、预测精度高等优点，非常适用于构件应力集中系数的实时测定。     

Analysis of the Sediment Development and Trend In Jinshajiang River Drainage Area

Jinshajiang River, which has a drainage area of 485,100 Km 2, average flux of 142.9 billion m 3, and soil conveyance of 247 million t/a, is the largest branch of Changjiang river. It is also the largest soil resource of the Three Gorges reservoir and upper reach of Changjiang River. To research the development and trend of Jinshajiang sediment not only has a relation to Jinshajiang water resource strategy, but also has important meaning to control the silt in Three Gorges reservoir and the Changjiang water resource development. The paper statistically analyses the flux and sediment conveyance of the Pingshan station, which is the primary hydrological station in the Jinshajiang River Drainage Area. Through several non-parameter statistical methods such as Spearman order correlativity check, Kendell order correlativity check, and linear regression check, the paper concludes that the sediment evolvement trend of Pingshan station is not distinct.     

THE INDUSTRIAL ORGANIZATIONS AND THE L-S-BUSINESS STRATEGIES

This papar presents an evolution model in business behaviors-the L-S Business Strategies,gives some examples and predictions which support these strategies,and analyzes the relationship between the industrial organizations in China and the L-S Business strategies.     

黄芪多糖水提液流变特性研究

粘度是黄芪多糖提取、加工处理过程中的一个重要参数,溶液温度、黄芪总糖含量、浸提温度是重要影响因素.研究结果表明,粘度随溶液温度升高而降低,粘度越大,温度变化对其影响越显著;黄芪总糖含量低于300mg/mL或高于1000mg/mL时,溶液温度对粘度影响较小;浸提温度超过70℃后,不同粒度物料浸提液的总糖含量未增而粘度明显增大,黄芪多糖浸提温度不宜超过70℃.     

硝酸钙在底泥修复中的作用机理及

受污染底泥的修复已经成为水环境修复中的重要组成部分，在底泥中注入硝酸钙则是近十多年来发展起来的一种污染底泥原位处理技术。全面分析了硝酸钙在底泥修复中去除有机物、抑制磷的释放以及消除水体黑臭现象的机理，并介绍了这一技术在国内外的研究和应用状况。研究成果表明：在底泥中注入硝酸钙的技术已从实验室和中试研究阶段发展到了实际的工程动作阶段，并且在有机物PAHS的降解和硫化物的去除方面已经得到了很好的效果。     

Main experiences on design and management of the Dujiangyan irrigation system

The largescale Dujiangyan Irrigation System has had a long history. Built some 2200 years ago, it still operates smoothly today. Two major causes for the obvious profits it has provided are:Firstly, Yuzui (a bifurcation pier), Feishayan (a sand outlet and spillway) and Baopingkou (a diversion intake for the general trunk canal), the three main head-works were built in accordance with the terrain and topography of the river and appropriately arranged, thus successfully solving the problem of sand discharge and flood control. Consequently the task of gravity diversion could be fulfilled over a long period.Secondly, there is a special management and maintenance system, which is made up of a technical and an administrative department. The former is in charge of the maintenance and drawing-up of flood control and water consuming plans. The latter is responsible to mobilize and organize farmers which benefit from the system to carry out related plans and tasks. The most apparent characteristics of management is that many farmers are organized to participate in the management of this irrigation system. At present, techniques like remote control and telemetery have been adopted. Also experiments on management automation and optimization of water allocation are being conducted.     

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.     

电容式水流泥沙含量传感器温度补偿技术的研究

采用自行研制的电容传感器测量了水流中泥沙含量与传感器输出电压，研究了测量水流泥沙含量的温度补偿技术。结果表明，水流泥沙含量与传感器的输出电压呈线性关系，传感器的输出随温度的升高而逐渐增大；通过对温度的监测并由软件实现补偿的方法，可大大提高测量的精度；该方法能得到工作温度范围非标定条件下任一温度状态的输入－输出特性，可显著提高其温度稳定性。     

引水渠道口门泥沙淤积计算

引水渠是一种常见的河道分流形式，由于主河道与引水渠之间往往有一定的夹角，水流从分汊前主河道流入引水渠时必然在一定的范围内发生一定程度的弯曲，其结果是有利于较多较粗的泥沙分入引水渠，导致渠道口门产生较为严重的淤积现象，而渠道口门淤积问题是决定引水工程是否成败的主要因素之一，通过一维非恒定流水沙沙数学模型，研究了不同水沙条件下引江济汉工程引水渠道口门泥沙淤积厚度变化规律，并分析了糙率对口门淤积厚度的影响情况，模型的计算结果与水流运动规律相吻合，可以为渠道引水防沙设计提供技术支持。