桥墩对弯槽段冰塞形成的临界条件及冰厚变化影响的试验研究
[Abstract]:In winter, ice jams or ice dams often occur in rivers in the cold regions of northern China. The appearance of ice jams will reduce the cross section area and reduce the overflow capacity under the ice cap, which will make the water level in the river stand significantly higher. The flood caused by the high water level or ice flood caused by the breakup and collapse of the ice slug often causes the flood disaster in the upper and lower reaches of the river and brings great losses to the national economy and the people's livelihood. At the same time, the existence of bridge piers in the river channel has further changed the original hydraulic conditions and boundary conditions, which has an impact on the formation and evolution of ice jams, and intensifies the threats to the safety of bridges in the river channels. Therefore, it is of great significance to analyze the influence of pier on the critical condition and thickness change of ice slug formation. By changing the conditions of flow and ice flow, the influence of the existence of piers and the location of piers on the critical conditions and evolution process of ice slug formation is studied by means of the experimental flume in the laboratory. The experimental results show that the existence of piers changes the flow structure near the piers, which makes the ice transport capacity of the bridge piers relatively larger. Under the same water flow conditions, the formation of ice slugs will require greater ice flow conditions, while under the same water flow conditions, the formation of ice slugs will require greater ice flow conditions. Compared with the straight section where the single pier is placed at the junction of two bends, when the single pier is placed at the top of the bend, the formation of ice slug at the section of the pier requires a larger ratio of ice to water flow. When the piers are placed in the straight section of the connection between two bends and the piers are placed at the top of the bend, the ice transport capacity near the piers increases, and the piers are placed at the straight section and the top of the bend at the same time. The thickness of the equilibrium ice plug is between the thickness of the single pier placed in the straight section of the connection between the two bends and the thickness of the equilibrium ice plug of the bend when the single pier is placed at the top of the bend. Therefore, when the pier is placed at the top of the bend, the adverse effects of the ice plug can be minimized.
【学位授予单位】:合肥工业大学
【学位级别】:硕士
【学位授予年份】:2017
【分类号】:U443.22;U442.3
【参考文献】
相关期刊论文 前10条
1 王军;施发义;陈胖胖;WU Peng;SUI Jueyi;;Impact of bridge pier on the stability of ice jam[J];Journal of Hydrodynamics;2015年06期
2 温世亿;杨金波;段文刚;黄国兵;;南水北调中线2014~2015年度冬季冰情原型观测[J];人民长江;2015年22期
3 王军;陈胖胖;杨青辉;施发义;刘涛;;桥墩影响下冰塞水位变化规律的试验[J];水科学进展;2015年06期
4 张防修;席广永;张晓丽;王国庆;黄瑞;;凌汛期槽蓄水增量过程模拟[J];水科学进展;2015年02期
5 付辉;杨开林;郭永鑫;王涛;郭新蕾;;南水北调典型倒虹吸防冰塞安全运行试验[J];水科学进展;2013年05期
6 练继建;罗f 昕;赵新;;渠道冰凌下潜的数值模拟研究[J];水利学报;2013年06期
7 陈胖胖;王军;;河冰数值模拟中不规则边界处理技术探讨[J];冰川冻土;2012年06期
8 杨伟伟;曹征;王军;;冰盖下冰花浓度分布的数值模拟[J];冰川冻土;2012年03期
9 ;PROGRESS IN STUDIES ON ICE ACCUMULATION IN RIVER BENDS[J];Journal of Hydrodynamics;2011年06期
10 郭新蕾;杨开林;付辉;王涛;;南水北调中线工程冬季输水冰情的数值模拟[J];水利学报;2011年11期
相关重要报纸文章 前1条
1 黄峰;张末;;黄河防总有效处置中游河段三处较大凌汛险情[N];黄河报;2016年
相关博士学位论文 前1条
1 阮雪景;黄河下游河道冰动力行为二维数值模拟研究[D];中国海洋大学;2013年
相关硕士学位论文 前2条
1 刘涛;桥墩对水内冰冰塞演变过程影响的试验研究[D];合肥工业大学;2015年
2 施发义;墩台构筑物干扰条件下的河流冰塞力学分析研究[D];合肥工业大学;2015年
,本文编号:2127847
本文链接:https://www.wllwen.com/kejilunwen/daoluqiaoliang/2127847.html