共被期刊论文引用了3次
您的检索式：您选中1篇文献正在查看引证文献汇总
|
|
|
题名
|
作者
|
年代
|
出处
|
被引量
|
| 1 | A FIELD TEST DATA RESEARCH BASED ON A NEW HYDRAULIC PARAMETERS QUICK TEST TECHNOLOGY显示文摘The hydraulic parameter quick test system in accordance with the oscillation principle can overcome the shortcomings of traditional methods in determining hydraulic parameters which,besides having complex hydrogeological restrictions and needing complex equipment in the field,are often both time and energy consuming,and high cost.Based on the hydrogeological conditions in the north anchorage of Taizhou Yangtze River Highway Bridge,a quick hierarchical test is carried out for different depths of single-hole drilling to verify the function of the system in this case.Meanwhile,with a purification of the raw data gathered in the test by wavelet denoising,the hydraulic parameters are worked out by adopting the Kipp model.A comparison between the Kipp model results and stratigraphic data as well as pumping test results justifies the reliability and accuracy of the new method.The study finds other advantages of the method like high efficiency in operation,flexibility in stratified test,as well as environmental-friendliness.Therefore,the technology is of significant practical value and application prospect. | ZHAO Yan-rong ZHOU Zhi-fang | 2010 | Journal of Hydrodynamics2010，22，4： | 7 |
| 2 | 山地河流穿越管道冲坑扩展规律的试验研究显示文摘合理预测山地河流穿越管道的未来埋深和悬空长度对其安全运营至关重要。本文以北干线输气管道穿越工程为研究对象开展了水槽模型试验,观测分析河流穿越管道附近河床演变趋势,研究流量、水深和管径等因素对冲坑扩展规律的影响。结果表明:河床演变主要由推移质泥沙输移引起,而随着管径的增大,在管底形成冲坑点的次数逐渐减少;管底形成冲刷之时冲坑竖向扩展速率很大,随着管涌的发生,冲刷速率逐渐减小,冲刷深度逐渐增大;管底冲坑竖向扩展过程满足一级动力学反应方程,归一化处理后得到了冲刷深度与冲刷时间之间关系式;水动力条件、管径和沙粒特性共同影响管底极限冲刷深度,采用Gauss-Seidel迭代法得到无量纲冲刷深度与相对泥沙粒径和弗劳德数Fr参数的关系式;当Fr>0.6时,冲坑横向扩展仅为初级扩展一个阶段,当Fr<0.6时,冲坑横向扩展过程包含初级扩展和次级扩展两阶段;最后,结合试验数据和冲坑竖向扩展经验模型,推导出冲坑横向扩展速率计算公式,且模型预测结果较好。研究结果可为探究山地河流穿越管道冲坑扩展规律及管道后期安全运营维护提供重要参考价值。 | 杨乾 杨庆华 姚锦涛 张宇倩 王子聪 | 2020 | 山地学报2020，38，2： | 2 |
| 3 | 海底管线局部冲刷问题数值模拟研究综述显示文摘海底管线局部冲刷的数值模拟研究已经有30a的历史。文章描述了海底管线局部冲刷的机理,回顾了国内外对于管线冲刷问题数值模型研究的情况,根据不同模型进行了分类描述,并进行了简单的比较,为该领域的进一步研究提供参考。 | 史宏达 张嶔 马哲 刘臻 | 2011 | 海岸工程2011，30，4： | 1 |
您所在的机构暂未开通此部分的功能，请联系管理员