期刊文献+
共找到4篇文章
< 1 >
每页显示 20 50 100
水生植被对河流悬移质含沙量垂线分布影响试验研究
1
作者 吴国英 石家豪 +1 位作者 张文皎 张源 《中国水运(下半月)》 2021年第2期95-97,共3页
采用钢筋刚性材料和弹簧柔性材料模拟不同类型水生植被,通过水槽物理试验研究了水生植被类型、水生植被淹没度对水生植被对于河流含沙量垂线分布的影响规律。试验结果表明:(1)针对刚性、柔性水生植被,不同淹没度下河流悬移质含沙量垂线... 采用钢筋刚性材料和弹簧柔性材料模拟不同类型水生植被,通过水槽物理试验研究了水生植被类型、水生植被淹没度对水生植被对于河流含沙量垂线分布的影响规律。试验结果表明:(1)针对刚性、柔性水生植被,不同淹没度下河流悬移质含沙量垂线分布规律相似,均表现为底部区域悬移质含沙量最高,越远离河底,含沙量越小,但含沙量变化幅度有所区别;(2)在单位面积植被种植不超过0.0061m2且泥沙粒径d50不超过0.019mm条件下,悬移质含沙量垂线分布描述由传统三分区法简化为两分区法。 展开更多
关键词 水生植被 含沙量垂线分布 水槽物理试验 淹没度
下载PDF
基于物模试验的桥墩承台等效阻水体积研究
2
作者 柯明辉 《水利科技》 2024年第3期67-69,72,共4页
该文针对使用MIKE21软件研究河道桥梁群阻水效应时存在的复杂桥墩概化处理问题,采用玻璃水槽物理模型试验方法,在河道特定流量下对墩柱+承台+群桩组合的复杂体型桥墩进行概化处理,寻找与该复杂体型等效阻水、规则简易的计算体型,供数模... 该文针对使用MIKE21软件研究河道桥梁群阻水效应时存在的复杂桥墩概化处理问题,采用玻璃水槽物理模型试验方法,在河道特定流量下对墩柱+承台+群桩组合的复杂体型桥墩进行概化处理,寻找与该复杂体型等效阻水、规则简易的计算体型,供数模试验使用。解放大桥和闽江大桥桥墩承台等效阻水体积玻璃水槽物理模型试验结果表明,该方法融合物数模优点,能较精准体现原型桥墩复合体型阻水特性,提高数模演算精确度。 展开更多
关键词 玻璃水槽物理模型试验 等效阻水体积 桥墩承台
原文传递
A flume test on erosion mechanism for an abandoned section of the Huanghe(Yellow)River Delta 被引量:1
3
作者 高涛 李广雪 +2 位作者 史经昊 DONG Ping 刘杰 《Chinese Journal of Oceanology and Limnology》 SCIE CAS CSCD 2010年第3期684-692,共9页
The erosion mechanisms of abandoned coastal section are understood detailedly by flume experiment, which play an important role to the offshore engineering facilities. A movable-bed physical model has been used to inv... The erosion mechanisms of abandoned coastal section are understood detailedly by flume experiment, which play an important role to the offshore engineering facilities. A movable-bed physical model has been used to investigate the coastal erosion of an abandoned section of the Huanghe (Yellow) River Delta. The theory of physical scale models is discussed and a method for constructing the representative seabed section is developed. The results indicate that during the period initially after the abandonment of the delta the entire bed experienced rapid erosion because the seabed was steep and prone to liquefaction that resulted from storm wave action. After this initial period, a balance of erosion and accretion was established, and the beach profllc equilibrated with a point of balance present on the profile. The experimental results indicate that the volume of deposition was about half that of the erosion. Wave action may also induce significant stratal changes through its interaction with the soft seabed. The major morphological features developed in the model delta section were found to be qualitatively comparable with those observed in the prototype. A distorted modeling law that maintains the similarity of the modeled and prototype equilibrium beach profiles is proposed. Experimental results show that the distorted modeling is able to reproduce the beach-face slope in nature, and the model also successfully reproduced three historical evolutionary stages of erosion. 展开更多
关键词 abandoned Huanghe (Yellow) River Delta flume simulation WAVE pore pressure EROSION
下载PDF
改进SVM算法在引水明渠纵向离散系数优化中分析
4
作者 董天奥 《水利规划与设计》 2018年第5期136-139,共4页
针对传统SVM优化计算的局限性,引入改进的SVM算法对引水明渠的纵向离散方程进行优化求解,并结合水槽物理模型试验对比分析优化求解精度。试验表明:改进SVM算法较优化传统算法的求解能力,优化求解适应性更强,方法可引入到天然河流的纵向... 针对传统SVM优化计算的局限性,引入改进的SVM算法对引水明渠的纵向离散方程进行优化求解,并结合水槽物理模型试验对比分析优化求解精度。试验表明:改进SVM算法较优化传统算法的求解能力,优化求解适应性更强,方法可引入到天然河流的纵向离散系数的推算中;水宽及剪切流速对于纵向离散优化求解敏感度较强。 展开更多
关键词 改进SVM算法 水槽物理模型试验 纵向离散系数求解 优化求解 引水明渠
下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部