定长槽单向弥散方程的理论解及其应用

论文导出了定长槽的单向弥散方程解。解包含槽下游封闭和开敞并伴有流速的两种条件。根据定长槽和半无限长槽单向弥散方程解的比较结果,只要弥散系数D和流速u相等,且弥散前锋尚未到达定长槽下游边界以前,那么两者相对浓度C/C0的分布相同。据此,可取定长槽进行试验,而用相应于半无限长的简单公式计算分析。     

水电站对外公路设计特点及主要技术标准分析——以乌东德水电站工程为例

水电站对外公路设计既要满足水电站施工期间对外交通运输要求,又要便于水电站完工后移交地方交通部门统一管理。结合金沙江上游乌东德等梯级水电站对外公路设计实践,通过对水电站对外公路的任务、功能及特点的分析,从公路设计等级、设计速度、建筑限界、荷载标准、平曲线设计等方面,对主要技术标准和指标的运用进行了论述;总结了设计经验和体会。对类似工程设计具有参考作用。     

EFFECTS OF ENTRAINED AIR MANNER ON CAVITATION DAMAGE

Early in 1953 the experiments by Peterka proved that air entrainment has effects on decreasing cavitation damage.This technology has been widely used in the release works of high dams since the inception of air entrainment in the Grand Goulee Dam in 1960.Behavior,mechanism and application of air entrainment for cavitation damage control have been investigated for over half century.However,severe cavitation damage happened due to complex mechanism of air entrainment.The effects of air entrainment are related...     

现代化水利建设迫切需要完善质量监督工作体系

江苏省的市、县级水利工程质量监督体系尚未建立,远未健全。质量监督存在制度不完善、效能不到位等问题。今后一个时期,大规模水利建设和水利现代化建设,需要质量监督作为工程质量重要保障,应通过健全监督体系、完善监督制度、抓住质量监督重心、强化质量检测管理、实现全程监督检查等措施,来确保质量监督工作的成效。     

大坝堆石层中防渗墙层切法造孔工艺

以浙江省清溪口水库除险加固工程为例,分析了层切法工艺处治老坝体堆石层后再进行防渗加固的工程效果。针对堆石层中注浆时存在漏浆与坍孔的问题,工程采用了层切法对堆石层进行处治。通过除险加固观测成果的分析,证实了层切法处理堆石层后防渗体施工效果良好。     

浅析AP1000核电技术对中国内陆核电发展的适应性

介绍了世界内陆核电发展概况,分析了中国内陆核电发展的必要性,从水资源安全、核辐射安全和公众环境安全角度分别论述了AP1000核电技术对内陆核电的适应性。     

两种水轮发电机组开机控制技术的比较及优化

本文建立了水轮发电机组仿真模型,并以某电站的水流特性、机组惯性等实际参数作为仿真模型参数,着重研究水轮发电机组的两种开机控制规律,分析了原有以空载开度为限制的机组开机控制技术,提出以恒转速变化率为控制目标的机组开机控制技术,并将两种开机控制技术进行了仿真比较。通过仿真波形分析比较表明,两种开机控制技术各自具有的优越动态性能。在工程实践中,将这两种开机控制技术都应用到水轮机调速器开机程序中,可以根据水电站现场对开机动态性能的不同要求在停机态切换两种开机控制流程。     

龙开口水电站枢纽工程关键技术研究

龙开口水电站枢纽采取主河床泄洪、右岸坝后厂房布置形式,大坝为碾压混凝土重力坝.大坝的防震抗震,右岸变形体边坡治理,骨料料源选择、加工及运输,河中深槽处理,施工导流技术,泄洪消能技术,尾水渠粉质边坡治理等问题是工程建设的关键技术问题.针对这些问题,在可研、招标及技施阶段开展了大量研究工作,取得了许多有价值的成果,最终制定了合理的设计方案,为工程建设提供了技术保障.     

A Piecewise Grey System Model for Study the Effects of Anthropogenic Activities on Karst Hydrological Processes

Sustainable groundwater development must rely on a good understanding of hydrological processes, especially under effects of anthropogenic activities. This paper develops a piecewise analysis based on grey system model for study effects of anthropogenic activities on hydrological processes. The time series of precipitation and spring discharge were segmented into three time periods depending on whether variations are due to climate variation: the predevelopment stage, the transition stage, and the new equilibrium stage. Then we modeled hydrological process of the predevelopment stage and new equilibrium stage by the grey system model. By comparing the model results, we can quantify the effects of human activities on hydrological processes. We applied the model to Liulin Springs China. The results indicated that the hydraulic response time of the spring discharge to precipitation from the predevelopment stage to the new equilibrium stage, ranges from less than 1 year to up to 4 years. The results revealed that human activities slow the groundwater flow. GM (1,N) models of Liulin Springs discharge showed that the driving coefficients of precipitation to the spring discharge decreased from 0.012272 in the predevelopment stage to 0.007753 in the new equilibrium stage, which means that groundwater recharge ability has reduced about 36.82 %. Human activities in Liulin Springs have drastically changed the groundwater system. Piecewise grey system model is a robust method for hydrological process simulation.