认清形势把握重点努力做好水利建设与管理工作

一、“十五”以来水利建设与管理工作的简要回顾 “十五”是我国水利事业全面、快速发展的五年。回顾“十五”以来水利建设与管理工作，可以用三句话来概括：一是工作机遇好；二是工作成绩大；三是还存在不少问题。     

拱坝三次样条曲线拱圈线型及优化研究

建立拱坝拱圈三次样条曲线模型，根据非线性规划町行域与最优解的理论。比较了抛物线、椭圆、双曲线和三次样条曲线线型的优劣，并采用复合形法对这些线型的拱圈进行了优化。结果表明，三次样条曲线拱圈最优。     

浮体门设计的探索与实践

水电站泄水道破坏修复工程,是一项风险高、难度大、前景广阔的系统工程。刘家峡水电站泄水道2号孔破坏修复的关键,是采用人工深水软导向浮体闸门封堵孔口,形成门后洞内旱地施工条件;龚嘴水电站10号冲砂底孔破坏修复的关键,增设浮体闸门采用自动潜行式浮体闸门封堵孔口,形成门后洞内旱地施工条件;哈萨克斯坦CHARDARA水电站SYNAS项目泄水底孔修复的关键,采用分次降水安装浮体闸门侧支承的方法,挡住引水发电机组的下游尾水,在泄水道进口检修门和流道出口之间形成门旱地施工。此3项泄水道修复工程在行业内没有先例,难度很大。整体方案具有创新性,并且均已高质量竣工并投入正常运行。     

An Interval Fuzzy Multiobjective Watershed Management Model for the Lake Qionghai Watershed, China

Integrated watershed management is required to ensure the reasonable use of resources and reconcile interactions among natural and human systems. In the present study, an interval fuzzy multiobjective programming (IFMOP) method was used to solve an integrated watershed management problem. Based on system analysis, an IFMOP model suitable for a lake watershed system {IFMOPLWS} was developed and applied to the Lake Qionghai watershed in China. Scenario analysis and an interactive approach were used in the solution process. In this manner, various system components were incorporated into one framework for holistic consideration and optimization. Integrality and uncertainty, as well as the multiobjective and dynamic characteristics of the watershed system, were well addressed. Using two scenarios, two planning schemes were generated. Agriculture, tourism, macroeconomics, cropland use, water supply, forest coverage, soil erosion, and water pollution were fully interpreted and compared to identify a preferable planning alternative for local agencies. This study showed that the IFMOPLWS is a powerful tool for integrated watershed management planning and can provide a solid base for sustainable watershed management.     

天津港怎样保持集装箱干线港优势

1.扩大基础设施建设,创造优质港口条件.目前天津港共有集装箱码头泊位11个,集装箱吞吐能力212万TEU(2002年完成240.8万TEU).这些泊位大部分是通过技术改造实现的,吞吐能力不足,泊位等级不高,陆域场地狭小,致使大量的集装箱采取零担运输到港口周边场站集拼后,再到港口装卸,增加了运输时间、费用和程序.     

数字测图,数字制图及勘测设计一体化

简述引用瑞得软件建立数字化成图系统，以进一步实现测量与工程设计一体化，使得繁琐的作业过程变为简单，缩短作业时间，不断提高生产作业效率。     

重力坝深(底)孔断面钢筋混凝土模型试验研究

文通过7个小尺寸和1个大尺寸的钢筋混凝土断面模型试验，研究重力坝深(底)孔在坝体自重和内水压力以及超内水压力作用下的结构特性和破坏规律。重点探讨混凝土和钢筋应力应变、混凝土开裂、裂缝宽度和裂缝扩展规律，为建立更为科学的孔口配筋理论提供依据。     

谈节水灌溉的推广应用

全面推行节水灌溉势在必行，结合江西省上饶地区节水灌溉的推广工作，总结经验，提出了相应的对策和建议。     

Flood frequency and routing processes at a confluence of the middle Yellow River in China

Floods cause environmental hazards and influence on socio‐economic activities. In this study, we evaluated the historic flood frequency at a confluence in the middle Yellow River, China. A non‐parametric, multivariate, empirical, orthogonal function matrix model, which consists of time correlation coefficients of flood discharge at different gauge stations and flood events was used for the analysis of flood frequency. The model addresses the characteristics of confluent floods such as frequency and the probability in multiple tributary rivers. Flood frequency analysis is often coupled with studies of hydrological routing processes that reduce the flood capacity of the rivers. Flood routing to the confluence were simulated using kinematic wave theory. Results of this flood frequency analysis showed that flooding frequency has intensified in the past 500 years, especially during the 19th century. Flooding in streams above the confluence was more frequent than in streams below the confluence. Over the last 2000 years, concurrent flooding in multiple tributary rivers accounted for 67.5% of the total flooding in the middle Yellow River. Simulation of flood routing processes shows that the decreased flooding capacity and elevated river bed of the shrunken main channel leads to an increased flood wave propagation time (24–52.3 h) in the study area after 1995. The model indicates that human activities, such as constructions of the Sanmenxia Dam, have changed flood routing boundary conditions and have contributed to the increased flood frequency at the confluence. Copyright © 2007 John Wiley & Sons, Ltd.     

三相四线统一电能质量调节器的控制策略

针对电网输入电压的不平衡、非正弦及负载的不平衡、非线性特性，提出了一种基于三相静止坐标系下的三相四线统一电能质量调节器（UPQC）的协调控制策略。该策略将UPQC的串联变流器控制为基波正弦电流源，而并联变流器控制为基波正弦电压源，从而实现了三相四线UPQC对电能质量的综合控制能力，既改善了电网侧的电能质量问题，实现了电网输入电流的正弦及单位输入功率因数，也改善了负载侧的电能质量问题，实现了负载电压的平衡、额定及正弦。10 kVA系统实验装置的实验结果表明了该控制策略的有效性。