[1]伊廷军,吴清波,赵海镜.采用拦沙坝防护的浅基桥梁墩台局部冲刷研究[J].水土保持研究,2008,15(03):150-152,156.
YI Ting-jun,WU Qing-bo,ZHAO Hai-jing.Study on Local Scour Around Piers Protected by the Sediment Storage Dam[J].Research of Soil and Water Conservation,2008,15(03):150-152,156.
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《水土保持研究》[ISSN:1005-3409/CN:61-1272/P]
卷:
15
期数:
2008年03期
页码:
150-152,156
栏目:
出版日期:
2008-06-20
- Title:
-
Study on Local Scour Around Piers Protected by the Sediment Storage Dam
- 作者:
-
伊廷军1, 吴清波2, 赵海镜3
-
1. 胜利油田胜利工程建设(集团)有限责任公司第一工程处, 山东 东营 257000;
2. 郑州市水利建筑勘测设计院, 郑州 450007;
3. 中国水利水电科学研究院, 北京 100044
- Author(s):
-
YI Ting-jun1, WU Qing-bo2, ZHAO Hai-jing3
-
1. No.1 Project Section of Shengli Oil Field Shengli Engineering Construction Co. Ltd., Dongying, Shandong 257000, China;
2. Zhenzhou Institute of Design and Surveying for Water Conservancy, Zhengzhou 450003, China;
3. China Institute of Water Resources and Hydropower Research, Beijing 100044, China
-
- 关键词:
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桥梁墩台; 局部掏刷; 拦沙坝; 防护底坡
- Keywords:
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bridge pie; local scour; the sediment storage dam; defensive gradient
- 分类号:
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TV131.63
- 摘要:
-
采用水力模型试验的方法,针对典型工程,对桥墩周围河床的局部冲刷及拦沙坝的防护作用进行研究。初步研究表明,在桥墩下游修建拦沙坝作为遏制浅基桥梁附近河段溯源冲刷的工程防护形式是可行的,拦沙坝减缓桥墩附近局部冲刷的作用非常明显。通过研究提出的采用拦沙坝防护的桥墩局部冲刷公式为浅基桥梁工程防护设计提供了参考依据。
- Abstract:
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Aimed at the representative project in the piers,which is protected by the downstream sediment storage dam,this paper has studied local scour in piers and defensive function of the sediment storage dam by means of hydraulic model tests.In primary conclusions,as a kind of protective measure,the sediment storage dam is feasible,which can control backward erosion near these bridges have no enough buried depth,and its function of alleviating scouring depth is very obvious based on the study.The formula of local scour depth near piers protected by the sediment storage dam,deduced from the paper,will provide references for practices.
参考文献/References:
[1] 蒋焕章.对桥墩局部冲刷影响因素的分析[C]//桥墩冲刷学术讨论会论文集.北京交通部科学研究院, 1964:15-21.
[2] 陆浩, 高冬光.桥梁水力学[M].北京:人民交通出版社, 1991.
[3] Arved J, 傅松林, 译.桥墩局部冲刷深度函数的趋向[J].世界桥梁, 1990(2):13-19.
[4] 惠遇甲, 王桂仙.河工模型试验[M].北京:中国水利水电出版社, 1999.
[5] Arved J Raudkivi, Robert Ettema.Clear-water scour at cylindrical piers[J].Journal of Hydraulic Engineering, 1983, 109(3):338-349.
[6] 何文社, 曹叔尤, 张红武, 等.清水冲刷河床稳定粗化层级配计算[J].水力发电学报, 2003(2):39-45.
[7] 李诚, 李梦成, 蒋焕章.桥台局部冲刷的计算方法[J].长沙铁道学院学报, 2001, 19(1):103-109.
[8] 熊广忠.桥涵水力水文计算[M].北京:人民交通出版社, 1992.
更新日期/Last Update:
1900-01-01