衢江金华段航道长距离疏浚对设计通航水位影响分析
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Impact analysis of long-distance channel dredging on designed navigable water levels in Jinhua section of Qujiang River
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    摘要:

    山区河道经常通过疏浚提高航道水深,针对长距离河道开挖后造成水位下切影响设计通航水位的问题,通过实测水文资料分析与数值模拟计算开展了通航水位变化研究。结果表明:衢江、兰江航道设计最低通航水位保证率取98%,2010年后其98%保证率水位小幅下降0.14 m,对比该段现行设计最低通航水位仍有0.34 m富余;设计最高通航水位取满足船舶安全通航流量对应的水位,兰江最大通航流量为5 340 m3/s、对应水位为27.6 m,同期兰江水文站处设计最高通航水位降幅达1.0 m,同流量时水位下降造成桥区航道纵向流速增大,不利于船舶通航安全。Ⅲ级航道提升工程疏浚长度达40 km,工程后姚家船闸下游引航道处水位最大降幅约0.1 m,至兰溪水文站(开挖末端)基本不变。

    Abstract:

    In mountainous rivers,dredging is frequently employed to increase channel depth.However,long-distance channel excavation often induces water level degradation,thereby altering originally designed navigable water levels.Research on variations in navigable water levels is carried out based on analysis of measured hydrological data and numerical simulation.The results indicate that,for the Qujiang and Lanjiang waterways,the designed minimum navigable water level adopts a 98% guarantee rate.After 2010,the water level with a 98% guarantee rate decreased slightly by 0.14 m,still maintaining a 0.34 m margin compared with the current designed minimum navigable water level in this section.The designed maximum navigable water level is determined as the water level corresponding to the flow rate that ensures the safe navigation of ships.The maximum navigable flow rate of the Lanjiang River is 5,340 m3/s,with a corresponding water level of 27.6 m.During the same period,the designed maximum navigable water level at the Lanxi hydrological station dropped by 1.0 m.Under the condition of the same flow rate,the water level decrease has caused an increase in longitudinal flow velocity in the channel section of bridge zones,which is unfavorable to the navigation safety of ships.The class III channel improvement project involves a dredging length of 40 km.After the project,the maximum water level drop at the downstream approach channel of Yaojia lock is about 0.1 m,while the water level at Lanxi hydrological station (the terminal of the dredging section) remains basically unchanged.

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孙国洪,胡 鹏,范红霞,等.衢江金华段航道长距离疏浚对设计通航水位影响分析[J].水运工程,2026(3):170-177.

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  • 在线发布日期: 2026-03-24
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