抚河“98.6”暴雨洪水初步分析

论述了江西省抚河“９８．６”暴雨洪水发生、发展过程及成因，并与历史大洪水作比较．最后，阐述了对本次洪水的认识和体会     

长江徐六泾河段北岸岸线整治工程探讨

通过对长江口河势分析，指出了长江口目前正处于优良河势，阐述了徐六泾北岸岸线整治的必要性和迫切性，对提出的围垦新通海沙整治方案进行了物模试验，并对分期实施方案进行了探讨。     

黄淮海流域片种植结构变化对灌溉需水的影响与预测分析

中国面临的水危机表现之一为黄淮海流域片的灌溉用水危机。减少流域片高耗水作物种植,调整农业产业结构被认为是解决灌溉水危机的重要手段。本文分析了未来黄淮海流域片种植结构变化对区域灌溉需水的影响。结果表明,如果不采取提高灌溉水价等新的灌溉用水政策,流域片播种面积在全国总播种面积下降的情况下还会增加。种植结构调整引起流域片灌溉需水总量增长而不是减少。如果没有新的水资源管理办法,减少黄淮海流域片高耗水作物种植的政策可能会难以落到实处。     

水力学方法估算大桥对河道防洪的影响

 提出了估算大桥对河道防洪影响的水力学方法，采用这一方法，可以在河道地形和水文资料缺乏的情况下，估算出中、小型河道建桥后桥址上游水位壅高值和壅水范围。具体水力学方法包括：断面流量模数法、宽顶堰淹没出流法、局部水头损失法和恒定渐变流法。应用这些方法，成功地进行了洪湖市汉洪公路新滩东荆河大桥对桥址上游河道防洪影响的计算分析。     

神经网络预测与模糊控制在河流模型水位控制中的应用

结合神经网络与模糊逻辑，提出了一种新的控制方法，解决了对于非线性、时变、时滞严重、难以建立精确数学模型的动态控制问题。并应用于河流模型水位控制中，取得了很好的控制效果     

长江马鞍山河段河势演变分析及趋势预估

本文通过对安擞省长江干流马鞍山河段的历史和近期河道演变分析，对未来的演变趋势进行了预估。     

Three‐dimensional flow dynamics around deflectors

Many river rehabilitation projects to enhance the aquatic habitat focus on the creation of pool and riffle habitat by the implementation of flow deflectors, with various degrees of successes and failures. A more comprehensive understanding of the complex three‐dimensional flow dynamics that induces scour around instream structures is required for a more effective design. The objective of this study is to examine the three‐dimensional mean and turbulent flow characteristics around paired flow deflectors for various types of deflector design in a laboratory flume. Three deflector angles (45°, 90° and 135°) and two deflector heights (with flow under and over the deflector height) were tested over a smooth (plexiglas) bed and a sand bed. Three‐dimensional velocity measurements were taken with an acoustic Doppler velocimeter at several planform positions at two heights above the bed. Results show that the 90° deflectors create the most important disturbance in the mean flow field, in turbulence intensity and bed shear stress. There is, however, a marked difference in the spatial distribution of the mean and turbulent parameters over a mobile bed and over a smooth, fixed bed. This stresses the importance of understanding the feedback between bed topography and flow dynamics and limits the applicability of conclusions drawn from plane bed experiments to natural rivers. Copyright © 2005 John Wiley & Sons, Ltd.     

三峡工程明渠截流与碾压混凝土围堰施工实践

重点介绍了三峡导流明渠截流特性和施工截流措施。碾压混凝土围堰施工实践，创造了筑坝技术的奇迹。围堰挡水发电效益也堪称水电建设之最。     

荆江与洞庭湖汇流区演变分析

 对荆江与洞庭湖汇流区的水沙过程变化及河道演变等进行了分析，认为其主要的影响因素是江湖关系的调整变化、洞庭湖人工围垦和泥沙淤积、江湖汇流区下游河道变化以及上游来水来沙变化等。可供江、 湖治理和三峡枢纽下游河道可能发生的演变及工程措施的研究参考。     

Water quality management of a stretch of river Yamuna: An interactive fuzzy multi-objective approach

This paper presents an Interactive Fuzzy Multi-Objective Linear Programming (IFMOLP) model for water quality management in a river basin. The IFMOLP model formulated will first evaluate dissolved oxygen (DO) concentrations or DO deficits at a point in different reaches depending on the overall Biochemical Oxygen Demand (BOD) concentration present in the respective drain. Subsequently, the model incorporates the aspirations and conflicting objectives of the decision maker (DM) by taking into consideration the aspects relevant for pollution control boards as well as dischargers responsible for generating wastewater. The uncertainty associated with specifying the water quality criteria (based on DO concentration or DO deficit) and treatment cost to remove pollution level is incorporated by interacting the decision maker. In this process DM is asked to specify the reference aspiration levels of achievement for the values of all membership functions generated with respect to each objective. This provides flexibility for the pollution control authorities and dischargers to specify their aspirations. IFMOLP model developed herein is then used in a case study for the evaluation of optimal BOD removal in different drains located across the river Yamuna at New Delhi, India. The presented model will simulate the allocation of waste load efficiencies with satisfactory results which will indicate usefulness of the model in managing more complex river basins along with better flexible policies of water management.