[1]程硕,龚畅,马悦.洪水和渗漏作用下河堤的稳定性分析[J].江苏水利,2025,(10):54-58,64.
　CHENG Shuo,GONG Chang,MA Yue.Analysis of the stability of river embankments under flood and seepage[J].JIANGSU WATER RESOURCES,2025,(10):54-58,64.
点击复制

洪水和渗漏作用下河堤的稳定性分析()

《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2025年10期
页码:
54-58,64
栏目:
防汛抗旱
出版日期:
2025-10-01

文章信息/Info

Title:
Analysis of the stability of river embankments under flood and seepage
文章编号:
1007-7839（2025）10-0054-0005
作者:
程硕1; 龚畅2; 马悦2
（1.江苏省骆运水利工程管理处，江苏 宿迁 223800；2.江苏省水利科教中心，江苏 南京 210029）
Author(s):
CHENG Shuo1;  GONG Chang2;  MA Yue2
(1.Luoyun Hydraulic Project Management Division of Jiangsu Province, Suqian 223800, China; 2.Jiangsu Water Conservancy Science and Education Center, Nanjing 210029, China)
关键词:
河堤; 洪水; 渗流; 内部侵蚀; 边坡稳定性
Keywords:
river embankment;  flood;  seepage;  internal erosion;  slope stability
分类号:
TV871
文献标志码:
B
摘要:
极端降水形成的洪水会造成堤坝渗漏，而渗漏会加剧堤坝溃决的风险。溃坝事件发生由三个主要因素共同造成，即洪水事件、堤坝的水力薄弱环节和岩土工程薄弱环节。通过以江苏省宿迁市南部的一处河堤为例，分析其在洪水和渗流下的稳定性。分别从水文学、水力学和岩土学角度确定河堤破坏过程的影响因素，研究结果指出洪水和渗漏导致的交通堤坝溃决的主要因素为内部侵蚀，包括土壤淤积和集中管道侵蚀等过程。研究结果对评估洪水和渗漏下交通堤坝的稳定性具有实际的指导意义。
Abstract:
Floods formed by extreme precipitation can cause seepage in embankments, and seepage will increase the risk of dam break. The occurrence of dam break events is jointly caused by three main factors, namely flood events, the weak link of the hydraulic system of the embankment and the weak link of geotechnical engineering. This paper takes a river embankment in the south of Suqian City, Jiangsu Province as an example to analyze its stability under flood and seepage. In particular, the influencing factors of the river embankment failure process were determined from the perspectives of hydrology, hydraulics and geotechnical engineering. The research results indicate that the main factor causing the breach of transportation embankments due to floods and seepage is internal erosion, which includes processes such as soil silting and concentrated pipe erosion. These results have practical guiding significance for evaluating the stability of transportation embankments under floods and seepage.

参考文献/References:

[1]魏功槐. 降雨条件下高陡路基的稳定性分析[J]. 交通世界，2023（36）：19-21.
[2]余亮，林森，邓温悌，等. 降雨入渗引起的高填河堤病害机理分析[J]. 甘肃水利水电技术，2023，59（3）：28-34，47.
[3]曹金春，孟令峰，张本科. 强降雨作用下沿河河堤滑坡失稳机理研究[J]. 土工基础，2021，35（4）：472-475.
[4]闫慧，张晨阳. 降雨对河堤边坡渗流规律及稳定性影响分析[J]. 土工基础，2022，36（5）：743-746，751.
[5]孙东亚，姚秋玲，赵雪莹. 堤坝涵管接触冲刷破坏模式分析[J]. 中国水利水电科学研究院学报，2021，19（2）：276-280.

相似文献/References:

[1]傅 靖,王义坤.南京市“2016?7”特大暴雨水雨情分析[J].江苏水利,2016,(11):39.
　FU Jing,WANG Yikun.Analysis of water and rain information on “July 2016”torrential rain in Nanjing[J].JIANGSU WATER RESOURCES,2016,(10):39.
[2]吴玉明,杨红卫.南京市2016 年暴雨洪水分析与思考[J].江苏水利,2016,(12):69.
　WU Yuming,YANG Hongwei.Analysis and thoughts of storm and flood in 2016 in Nanjing[J].JIANGSU WATER RESOURCES,2016,(10):69.
[3]张 然,胡电海.秦淮河流域“2016·7”特大暴雨洪水分析[J].江苏水利,2017,(04):65.
　ZHANG Ran,HU Dianhai.Analysis of heavy rainstorm and flood of Qinhuai River Basin in July 2016[J].JIANGSU WATER RESOURCES,2017,(10):65.
[4]吴美玲,杨 侃*,杨 哲.大数据在洪水分析中的应用前景探究[J].江苏水利,2018,(06):13.
　WU Meiling,YANG Kan*,YANG Zhe.Exploration on the application prospect of large data in flood control[J].JIANGSU WATER RESOURCES,2018,(10):13.
[5]丁仲平,赵 庆,王义坤,等.南京市防洪安全形势分析与对策建议[J].江苏水利,2021,(08):63.
　DING Zhongping,ZHAO Qing,WANG Yikun,et al.Analysis and countermeasures of flood control security situation in Nanjing[J].JIANGSU WATER RESOURCES,2021,(10):63.
[6]秦建国,边晓阳,蔡 晶,等.太湖地区2020年洪水先兆特征与降雨预测模拟研究[J].江苏水利,2021,(09):56.
　QIN Jianguo,BIAN Xiaoyang,CAI Jing,et al.Study on precursory characteristics of flood in 2020 and simulation of rainfall forecast in Taihu Lake Region[J].JIANGSU WATER RESOURCES,2021,(10):56.
[7]臧英平,李涛章,朱春光,等.长江南京河段河势变化分析[J].江苏水利,2021,(增刊2):86.
　ZANG Yingping,LI Taozhang,ZHU Chunguang,et al.Analysis on River Regime Change in Nanjing Reach of the Yangtze River[J].JIANGSU WATER RESOURCES,2021,(10):86.
[8]刘美丽,湛忠宇.滁河中下游暴雨洪水特征对比分析[J].江苏水利,2022,(09):30.
　LIU Meili,ZHAN Zhongyu.Comparative analysis of rainstorm and flood characteristics in the middle and lower reaches of Chuhe River[J].JIANGSU WATER RESOURCES,2022,(10):30.
[9]朱大栋,朱昊*,王远,等.蓄滞洪区洪灾避险迁移路径规划研究[J].江苏水利,2023,(02):65.
　ZHU Dadong,ZHU Hao,WANG Yuan,et al.Study on flood avoidance migration path planning in flood storage and detention area[J].JIANGSU WATER RESOURCES,2023,(10):65.
[10]李丽,沈颖,赵永超.溧阳升平荡、三塔荡、南渡荡滞洪运用分析[J].江苏水利,2023,(08):48.
　LI Li,SHEN Ying,ZHAO Yongchao.Analysis on the application of Liyang Sandang flood detention area[J].JIANGSU WATER RESOURCES,2023,(10):48.

备注/Memo

备注/Memo:
收稿日期：2025-04-18
作者简介：程硕（1994—），男，工程师，本科，主要从事防汛防旱工作。E-mail：xcqk1236@163.com
更新日期/Last Update: 2025-10-01