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六垛南闸闸下淤积加重原因及防淤减淤策略分析

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江苏灌溉总渠六垛南闸近年来闸下河道淤积明显加重,通过实测资料分析近年来灌溉总渠水沙条件变化特征及闸下淤积加重的原因,认为潮波变形引起的河口不平衡输沙是闸下淤积的根本成因,近年来上游来水减少及河口侵蚀加剧是闸下淤积加重的主要原因。进而总结了潮汐河口闸下淤积的机理和关键控制因素,并结合挡潮闸冲淤调度实践,提出了六垛南闸闸下清淤的策略和措施,认为下泄流量对闸下河道冲淤平衡起着决定性作用,水力冲淤辅助机械扰动可以大幅提升清淤效率,可作为六垛南闸清淤的常规措施。
Siltation Analysis and Dredging Strategy for Liuduo South Sluice
In recent years,the sedimentation of Liuduo South Sluice of Jiangsu Irrigation Canal has been signifi-cantly aggravated.Based on the measured data,the variation characteristics of water and sediment conditions in the irrigation canal and the reasons for the aggravation of sedimentation under the sluice in recent years are ana-lyzed,and the mechanism and key control factors of sedimentation under the sluice in tidal estuary are summa-rized.It is pointed out that the unbalanced sediment transport in the estuary caused by tidal wave deformation is the fundamental cause of sedimentation under the sluice,and the decrease of upstream water and the intensifica-tion of erosion in the estuary in recent years are the main causes of sedimentation under the sluice.Combined with the practice of scouring and silting scheduling of tidal gate,the strategies and measures of dredging under Liuduo South Sluice are put forward.The results show that the discharge flow plays a decisive role in the balance of ero-sion and deposition under the sluice.Hydraulic erosion and deposition assisted mechanical disturbance can greatly improve the efficiency of dredging,which can be used as the main measure of dredging in Liuduo South Sluice.

sluice construction estuarymechanism of siltationhydraulic erosion and depositionmechanical dis-turbance

孙猛、董兆华、张新周、刘智、季婷婷、杨星、黄鹏

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江苏省灌溉总渠管理处,江苏淮安 223001

南京水利科学研究院,江苏南京 210024

江苏省水利科学研究院,江苏南京 210020

建闸河口 淤积机理 水力冲淤 机械扰动

国家重点研发计划资助项目南京水利科学研究院基金资助项目

2022YFC3204501Y222014

2024

浙江水利水电学院学报
浙江水利水电专科学校

浙江水利水电学院学报

影响因子:0.403
ISSN:2095-7092
年,卷(期):2024.36(3)
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