由于崩岸具有隐蔽性、突发性强、危害性大等特点,及时开展崩岸应急监测可掌握险情发展动态,便于开展崩岸灾害应急处理及抢护准备工作。随着无人机、多波束、三维激光扫描、孔径雷达等技术的发展,提出了从船载水陆一体化崩岸高分辨率地形获取、无人机广域崩岸岸线巡查与险情监视、真实孔径雷达岸坡稳定性监测与预警的现代高时空分辨率崩岸应急监测技术体系,重点介绍该技术体系中各监测手段的系统构成、系统特点,总结其应用现状及前景。高时空分辨率崩岸应急监测技术体系的构建使得险工险段快速、精准的监测及深入感知险情的发展及演变成为了可能,从而逐渐为崩岸预警、险情处置及后续河道整治提供可靠的技术支撑。
Abstract
Bank collapse monitoring is of vital significance as bank collapse is highly concealing and happens in a sudden with great harm. With the development of Unmanned Aerial Vehicle (UAV), multi-beam, three-dimensional laser scanning, aperture radar and other technologies, a modern emergency monitoring system with high spatial-temporal resolution for bank collapse has developed. The system composes amphibious ship-borne high-resolution terrain acquisition, UAV wide-area coastline inspection and danger monitoring, real-aperture radar monitoring and early warning of bank collapse. In this paper, the structures, characteristics, applications, and prospects of each monitoring approach in the system are expounded. Such emergency monitoring technology system makes it possible to quickly and accurately monitor and perceive the development and evolution of dangers, thus offering reliable technical support for the early warning and treatment of bank collapse and subsequent river regulation.
关键词
崩岸 /
应急监测技术 /
高时空分辨率 /
三维激光扫描仪 /
无人机崩岸应急巡查系统 /
真实孔径雷达
Key words
bank collapse /
emergency monitoring /
high spatial and temporal resolution /
3D laser scanning /
UAV bank collapse emergency inspection /
real aperture radar
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参考文献
[1] 黄永健,丁留谦,魏迎奇,等.崩岸整治工程的监测与分析[J].水利水电技术,2007(2):65-69.
[2] 邓 宇,赖修蔚,郭 亮.长江中下游崩岸监测及分析研究[J].人民长江,2018,49(15):13-17.
[3] 贺 丹,杨凤芸.边坡稳定性监测雷达系统关键技术分析[J].现代矿业,2017,33(1):171-173,182.
[4] 周建红,马耀昌,刘世振,等.水陆地形三维一体化测量系统关键技术研究[J].人民长江,2017,48(24):61-65,105.
[5] 关世强,宁世龙.论崩岸险情的判别和抢护[J].建筑与预算,2012(4):55-56.
[6] 方日升,赵 俊.马鞍山河段江心洲崩岸水下地形抢险测绘[J].科技资讯,2013(11):43-44.
[7] 杨则东,陈有明,鹿献章,等.长江安徽段岸带变迁及崩岸遥感调查研究[J].国土资源遥感,2010(增刊1):91-97.
[8] 周建红.荆江河道险工险段崩岸监测技术与预警方法探讨[J].水利水电快报,2017,38(12):12-16.
[9] 许全喜,谈广鸣,张小峰.长江河道崩岸预测模型的研究与应用[J].武汉大学学报(工学版),2004(6):9-12,21.
[10]刘东风.长江河道崩岸预警方法探索[J].江淮水利科技,2014(4):5-7.
[11]张幸农,应 强,陈长英.长江中下游崩岸险情类型及预测预防[J].水利学报,2007(增刊1):246-250.
[12]高清洋,杨 阳,程小兵,等.长江中下游护岸工程段崩岸原因分析:以彭兴洲—江心洲段为例[J].水道港口,2017,38(1):38-44.
[13]唐金武,邓金运,由星莹,等. 长江中下游河道崩岸预测方法[J].四川大学学报(工程科学版),2012,44(1):75-81.
基金
国家重点研发计划项目(2017YFC1502604)