[1]张炜杰,田正东,钱鑫,等.堤防工程散浸险情处置技术分析[J].江苏水利,2026,(08):55-58.
　ZHANG Weijie,TIAN Zhengdong,QIAN Xin,et al.Technical analysis on treatment of seepage hazard in embankment engineering[J].JIANGSU WATER RESOURCES,2026,(08):55-58.
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堤防工程散浸险情处置技术分析()

《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2026年08期
页码:
55-58
栏目:
水利工程建设
出版日期:
2026-08-01

文章信息/Info

Title:
Technical analysis on treatment of seepage hazard in embankment engineering
文章编号:
1007-7839（2026）08-0055-0004
作者:
张炜杰; 田正东; 钱鑫; 褚福仁
（江苏省防汛防旱抢险中心，江苏 南京 211500）
Author(s):
ZHANG Weijie;  TIAN Zhengdong;  QIAN Xin;  CHU Furen
（Jiangsu Provincial Flood Control and Drought Relief Center, Nanjing 211500, China）
关键词:
堤防工程; 散浸险情; 出险原因; 险情抢护; 堤防加固
Keywords:
embankment engineering;  seepage hazard;  hazard causes;  emergency rescue;  embankment reinforcement
分类号:
TV871.2
文献标志码:
B
摘要:
通过收集2016年、2020年及2024年汛期发生的40例堤防工程散浸险情处置案例，分析各案例的出险原因、迎水面和背水面应急抢护方法、汛后加固消险方法。水位差大是散浸发生的普遍诱因，土质松散或新老堤结合处薄弱、堤防断面不足等因素也占据较高比例；每例险情平均存在2.35个出险原因，显示出险机理的复合性。在应急抢护方面，迎水坡以“前堵”为主，采用前戗法与铺盖法最为常见；背水坡遵循“后导”原则，养水盆/围井/月堤、贴坡反滤及导渗沟为主要措施。汛后以截渗、断面加固为主要消险手段，加固频次逐年上升。研究揭示了散浸险情处置从粗放向精准、从单一向综合转变的演进特征，可为堤防工程汛期抢险与汛后消险提供技术参考。
Abstract:
Based on the collection of 40 treatment cases of seepage hazard in embankment engineering during the flood seasons of 2016, 2020, and 2024, this study analyzes the hazard causes, emergency rescue methods on upstream and downstream slopes, and postflood reinforcement and hazard elimination methods of each case. Large water head difference is the common inducement for seepage occurrence. Factors such as loose soil texture, weak bonding at new-old embankment junctions, and insufficient cross-section also account for a relatively high proportion. Each hazard case has an average of 2.35 triggering causes, indicating the complexity of the seepage failure mechanism. For emergency rescue and protection, upstream slope adopts the principle of “upstream plugging”, with the earth berm and impervious blanket method being the most commonly used. The downstream slope follows the principle of “downstream drainage and relief”, with main measures including water retention basin, enclosed well, crescent dike, slope-facing filtration, and seepage drainage ditch. Post-flood reinforcement is implemented with seepage interception and cross-section reinforcement as the main approaches, and the reinforcement frequency shows an upward trend year by year. The study reveals the evolution from extensive to precise control and from single to comprehensive treatment. It provides technical reference for flood emergency rescue and post-flood hazard elimination of embankment projects.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期：2026-05-12
基金项目：江苏省水利科技项目（2025069）
作者简介：张炜杰（1997—），男，助理工程师，本科，主要从事防汛抢险工作。E-mail: 1335013234@qq.com
更新日期/Last Update: 2026-08-01