乌江磨寨,黄色碥两滩整治效果分析

乌江磨寨，黄色碥两滩为石质急流滩，根据该滩特性，提出总体规划，上下结合，扩大泄水断面，高速比除，降低流速制造缓流区，使船舶搭跳上滩的整治原则。竣工验收表明，整治完全达到预期效果。     

航道整治滩性分析——非冲积性滩险滩性分析

论述了非冲积性滩险类型、基本成因、滩险碍航特点、水流特性及其分析方法。通过滩性分析可以确定滩险成滩水位、最凶水位、消滩水位(流量)的成滩出现时期及滩段凶、险的定量概念。结合滩段地貌、地形特点,确定碍航水流具体成因,并据以制定整治原则和方法。     

长江上游钱口石梁滩切礁整治试验

钱口石梁是长江上游羊石盘—上白沙水道中水急滩。通过分析该滩段的碍航特性及滩险成因,采用模型试验方法对切礁整治方案进行研究。整治工程方案的影响因素包括切礁深度(4、5、6 m)、切礁范围(全部切除和部分切除)、弃渣填槽。结果表明:不同的切深方案,流态基本相同,横流减弱明显,基本不碍航;全部切除方案优势明显,航标数量减少,布设难度降低,航道维护和运行费用较小;弃渣填槽后,泡水和漩水一定程度减弱,流态进一步改善。推荐采用切礁深度5 m、全部切除,并将弃渣填槽的方案。方案实施后航道条件得到有效改善,航道维护难度和运行成本降低。     

浅谈西江界首滩整治方案

根据浅滩的实际情况,结合多年航道整治的经验对西江中游航道整治的重点浅滩——界首滩的整治方案进行了深入分析,对航道整治工程重点浅滩的整治有重要意义。     

中国内河水运的锁喉之痛

当话语权被权力强势部门和利益集团所"绑架",弱势群体只能更弱。要改变内河水运弱势地位,就须追索管理体制之弊,就须追索发展理念的失衡。如果把提振内河水运,寄希望于《航道法》出台,或者寄希望于流域高层协调机制,都不是改变行业弱势的根本途径     

粘钢法在张公龙水库弧门支座加固中的应用

目前对现有水利工程进行维护与加固改造逐渐成为水利建设管理中的一项重要任务,张公龙水电站原溢流坝泄流能力不足,运行中曾出现水流漫坝下泄的险情,需在原溢流坝左侧增设溢流闸孔,而原有的三孔闸进行加固处理,此为广东省内首次将粘钢植筋法用于弧门支座的加固,该工程于2012年11月加固后下闸蓄水,至今运行良好。     

白鹤滩水电站左岸缆机平台混凝土施工研究

白鹤滩水电站缆机主体施工及安装,由水电四局白鹤滩施工局负责承建,作为国内大型水电站最大的缆机群,后期缆机顺利运行意味在大型水电站缆机主体施工及安装技术将进入一个全新时代.针对缆机特性及主体结构特点,水电四局白鹤滩施工局通过对主体混凝土施工进行整体研究分析,制定一些列施工控制措施,最终保证缆机平台主体混凝土施工质量满足后期缆机运行要求,并为后续同类施工提供宝贵的经验.     

锦屏二级水电站深埋特大引水隧洞关键技术

Seven tunnels across Jinping Mountain are arranged for Jinping Ⅱ Hydropower Station, with a total length of about 120 km. Among them, four headrace tunnels have a length of 16.67 km, an excavated diameter of 12.4-14.6 m, and a cover depth of 1 500-2 000 m in general. The maximum cover depth is 2 525 m, and the maximum external water pressure is more than 10 MPa. The tunnels are featured by great length, great depth and large diameter. It is the largest and most difficult among the underground tunnel groups built or under construction in China and even the world. With complex hydrogeological conditions and special topographical conditions along the tunnels, many challenging problems, such as rock burst under high in situ stresses, groundwater inrush in karst strata and failure of loading bearing structure, were encountered during construction. A great amount of groundbreaking studies were carried out regarding these problems. The key technical problems during construction of extremely large and deep tunnels were solved successfully. Safe and rapid tunnel construction and stable operation were achieved. The hydropower station started operation in 2014 and has been in a safe and stable operation state. The successful construction of headrace tunnels of Jinping Ⅱ Hydropower Station can provide some experiences and reference for deep tunnel projects in the world.     

水电站调速装置的技术改造

早前,水电站调速装置大部分运用的是机械液压调速器,随着科学技术是高速发展,机械液压调速器已经满足不了水电站自控水准,因此水电站调速装置的技术改造势在必行.阐述了水电站调速装置现状,分析了其存在的普遍问题,基于YWT型可编程调速器技术,提出了水电站调速装置的技术改造措施.