竹坑水库大坝安全鉴定分析

在竹坑水库大坝安全鉴定中,认真分析了该工程存在的主要问题,并针对大坝的结构稳定和渗流稳定作了详细的分析论证.     

Experimental evaluation of fishway modifications on the passage behaviour of adult Chinook salmon and steelhead at Lower Granite Dam,Snake River,USA

Previous studies of Pacific salmonid passage over Snake River dams indicated slowed passage at transition pools, the transition area between the fishway entrance and the fish ladder. In 2001 and 2002, we conducted an experiment to determine if modified weirs affected adult salmon and steelhead passage times and route selection through the Lower Granite Dam transition pool. Fish attraction flows through the lower ladder weirs were experimentally increased using removable panels. During the experiment we monitored radio‐tagged adult Chinook salmon and steelhead to determine passage routes and times through the transition pool. The weir treatment increased the number of spring–summer Chinook salmon passing straight through the transition pool compared to those exiting the transition pool to the collection channel or tailrace. Mean passage times through the transition pool differed among routes and were significantly lower during treatment periods for the exit‐to‐collection channel route in spring‐summer Chinook salmon, but not for other routes. Passage times among routes differed in steelhead, but there was no evidence of treatment effects on route use or passage time. Fall Chinook exhibited similar trends in route use and passage time to spring–summer Chinook, but differences were not significant, perhaps because of relatively small sample size. Total dam passage times did not differ by treatment or route for any run. Fish depth during passage of the transition pool suggested that most fish passed through submerged orifices and supported the hypothesis that increased water velocity through these orifices caused the increase in straight‐through passage in spring–summer Chinook. Collectively, the results suggested the weir modifications provided improvement to passage through the transition pool for spring–summer Chinook and no evidence of negative effects on other runs. The results from this study were used to develop new design criteria and modifications of the Lower Granite Dam fishway. Copyright © 2006 John Wiley & Sons, Ltd.     

南洋河水库粘土心墙风化料坝设计与施工控制

结合南洋河水库大坝为粘土心墙风化料坝坝址的自然地形条件，心墙土料不均匀、坝壳料渗透性差的特点，从坝体剖面结构设计、各坝料设计、质量控制标准及基础处理等方面作了分析介绍，以期对类似条件的工程有所借鉴。     

有限元等效应力法在重力坝强度分析中的应用

采用有限元法进行重力坝坝体应力分析时，坝踵、坝址的应力计算结果一直无法作为设计坝体断面的依据。本文将有限单元法所求得的应力合成截面内力，用材料力学公式求出重力坝建基面上任意点对应的线性化等效应力，并分析了影响有限元等效应力的各种因素。研究结果表明，有限元等效应力法有效地避免了坝踵、坝址的应力集中现象，解决了坝踵应力随网格的变化而变化的问题，计算出的建基面应力具有数值稳定性，得出的应力结果可以按现行的重力坝设计规范规定的应力标准评价重力坝坝体安全度。因此，结合有限元结果和等效应力法计算的坝踵、坝址应力结果，可为重力坝坝体强度的综合评定提供相应的依据。     

攀钢高炉焖砂口试验

分析了高炉冶练钒钛磁铁矿炉前砂口损坏的原因。对新型砂口泥进研制，同时改进了套砂口工艺，满足了攀钢高炉焖砂口的需要。攀钢高炉采用闷砂口工艺后，从根本上解决了铁水带渣问题，提高了铁水的洁净度。     

宁波溪口抽水蓄能电站下库面板堆石坝观测资料分析

溪口蓄能电站下库面板堆石坝最大坝高44.5m,施工期间布置的原型观测项目有坝体内部沉降和水平位移、周边缝和板间缝位移、面板应变以及坝基孔隙水压力。根据观测仪器自埋设至2000年的观测资料,文中分析了各项观测物理量的变化规律和变化趋势,综合评价了大坝的工作性态。     

大坝安全监测自动化工程施工组织设计

结合建设项目进度及质量控制理论,从施工方案、进度计划、施工组织及劳动力计划、材料及施工设备、质量保证及安全生产等方面论述了大坝安全监测自动化系统工程的施工组织设计,对提高系统的可靠性、缩短工期、节约投资具有一定的现实意义.     

某水电站溢流坝段应力应变性态分析

对某水电站溢流坝段应力应变监测资料进行了计算分析，并建立了相应的监测统计模型，从而对该坝段坝体应力应变性态作出了分析评价。     

大伙房水库渗流监测自动化系统建设经验

介绍了大伙房输水工程重要的配套工程——大伙房水库渗流监测自动化系统的设计方法与实施过程，阐明了测位选布与工程衔接、方便系统维护与运行等问题，实现了与原观测系统的设计选点、施工建设、应用开发及数据处理过程等的配合，在保证系统原观测成果连续、设备运行稳定、与其他系统协调友好、施工过程不冲突和不重复的基础上，很好地实现了由传统监测向自动化监测的过渡。     

Application of material strength reserve method to the stability analysis of earth dam of feilaixia multipurpose project

The material strength reserve method is practical in the study of the stability and failure mechanism of earth dam by analysing the development of failure zone of different shear strength parameters of the earth mass of the dam. The stability in the concrete dam and ensemble architecture has got general application while analysing. In combination with Feilaixia Multipurpose Project, application of this method to earth dam stability analysis was studied by plane Finite Element Method（FEM） for the first time. Through plane FEM, we can get the failure mechanism of earth dam and appraise to the security, for operating and managing put forward some reference suggestions.