深厚覆盖层防渗墙墙体接头型式

防渗墙的接头部位是防渗墙防渗的薄弱环节,其质量是决定防渗墙成败的关键.对钻凿法、拔管法、双反弧法、单反弧法以及铣削法在接缝部位的接头方法和质量进行全面分析,对比其优缺点,总结出在深厚覆盖层中运用的型式及关键技术要点,以供防渗墙接头施工合理选用.     

渠道衬砌机的改造与优化

通过对原型衬砌机的技术优化和改进,解决了原型机的不足之处,应用到渠道混凝土的施工中,效益良好.     

蒲石河抽水蓄能电站预应力闸墩空腔式锚块的计算分析

采用通用的有限元程序ANSYS对起关键作用的闸墩颈部和预应力锚块建立模型,并通过改变对预应力效果影响较大的空腔尺寸计算颈部和锚块的应力,通过分析比较最终确定出合理的预应力闸墩空腔锚块的结构型式.     

皂市水电站堆积体边坡稳定性及加固措施研究

皂市水电站堆积体边坡临近厂房机组段,其稳定性直接影响到施工安全并对厂房建筑物构成威胁。鉴于堆积体及其与基岩接触面部分岩石力学参数的不确定性,首先采用强度折减法研究不同参数取值情况下边坡的安全系数及可能的失稳模式,选取合理的堆积体参数。在此基础上,对在不同工况下的边坡稳定性、可能的失稳模式以及不同加固处理方案的效果等进行了分析和研究。     

蒲石河水库预应力闸墩模型受力状态研究

 由于蒲石河抽水蓄能电站闸前水位较高,水推力大,传统的钢筋混凝土结构不能满足强度和刚度方面的要求。针对这个特点,建立预应力空腔式锚块闸墩模型来模拟闸墩在几种工况下的应力,并对结果进行了详细分析。结果显示计算模型可以真实地反映物理模型的应力应变状态。计算结果为蒲石河抽水蓄能电站预应力闸墩设计及施工提供了重要的依据。     

新疆希尼尔水库大坝渗流安全评价

通过对新疆希尼尔水库在初期蓄水后的测压管监测资料分析,运用数值模拟手段,拟合监测水位,率定渗流参数,并模拟分析库水位、不同坝后排水沟水位及排水沟衬砌层不同渗透参数条件下的渗流状态.根据模拟结果分析评价认为,坝体坝基渗流场分布合理,坝后排水沟附近的渗流场分布和安全状态受库水位、排水沟水位和排水沟衬砌层渗透系数的显著影响.并对工程运行管理和必要的完善工作提出了建议.     

EXPERIMENTAL STUDY OF LANDSLIDE DAM-BREAK FLOOD OVER ERODIBLE BED IN OPEN CHANNELS

Large-scale landslide dams may block the river flow and cause inundation upstream,and subsequently fail and result in severe flooding and damage in the downstream.The need for enhanced understanding of the inundation and flooding is evident.This article presents an experimental study of the inundation and landslide dam-break flooding over erodible bed in open channels.A set of automatic water-level probes is deployed to record the highly transient stage,and the post-flooding channel bed elevation is measured.New experimental data resources are provided for understanding the processes of landslide-induced flooding and for testing mathematical rivers models.     

CHARACTERISTICS OF PRESSURE DROP AND CORRELATION OF FRICTION FACTORS FOR SINGLE-PHASE FLOW IN ROLLING HORIZONTAL PIPE

Gas-liquid two-phase flow occurs increasingly in some dynamic devices operating in the oceanic condition. The relative data are limited with respect to flow characteristics, so the present study is to investigate systematically single-phase pressure drop, and to develop the theory for frictional factor under the rolling condition. Using deionized water as the test fluid, a series of experiments of single–phase flow were conducted in pipe with the inner diameter of 34.5 mm. The test section was horizontally settled on the rolling apparatus, and its regularity was similar to simple harmonic motion. It is found that the pressure drop during rolling motion fluctuate with the change of the rolling period and rolling angle, which is significantly different from fluid motion in a steady state. By the contrast between experiment results and stable-state theory values, existing correlations can not predict present frictional factor very well. Therefore, in the present article, the single-phase frictional factor is correlated with the Reynolds number for rolling motion, and its computated results agree well with experimental data.     

公伯峡水电站厂房工程低温混凝土施工

青海公伯峡水电站厂房施工期间一年中有近半年时间为低温期（当年10月至次年3月）,低温期的平均气温为-8℃,年平均最低气温为-12．5℃。为保证电站厂房混凝土在低温期的施工质量,保证1#机组提前4个月发电目标的实现,施工中采取了一系列防寒保温措施,保质保量地完成了任务。     

修补过流面混凝土缺陷的新型抗冲耐磨材料研究

含砂高速水流对水工建筑物过流面混凝土的冲磨破坏是水电工程建设和运行中的疑难问题。在优选的胺类—环氧树脂固化体系抗冲磨材料配方中,加入增韧剂GXY后,制备出具有“海岛结构”的合金增韧型双组分抗冲磨材料,常温、低温（0℃左右）可固化,粘结、抗压、抗冲磨强度等力学性能高,配制、施工操作简便、适应性强、能在潮湿面施工,是一种性能优良的用于水工建筑物过流面防护和缺陷修补的材料。