溪洛渡水电站坝下游河道非恒定流传播规律研究*
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南京水利科学研究院研究生学位论文基金(Yy124015)


Propagation law of unsteady flow in downstream channel of Xiluodu hydropower station
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受电站下泄非恒定流影响,溪洛渡下游30 km区域通航水流条件复杂,威胁船舶通航安全。通过原型观测,对非恒定流传播规律及其主要影响因素进行研究。结果表明,各码头的水位变化与泄流变化趋势一致,传播过程中沿程坦化现象明显,传播速度快,大河湾—顺河段的平均波速为11.2 m/s,汛期大河湾码头水位变幅及变率高达4.38 m、1.21 m/h。溪洛渡坝下河道非恒定流特性与下泄流量变幅、变化时长及向家坝库水位有关,其中对流量变幅的响应最大。泄流增加(减少)时,电站下泄流量变幅越大,变化时长越短,向家坝库水位越高(低),非恒定流传播速度就越快,码头水位变幅及水位变化率就越大。

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    摘要:

    受电站下泄非恒定流影响,溪洛渡下游30 km区域通航水流条件复杂,威胁船舶通航安全。通过原型观测,对非恒定流传播规律及其主要影响因素进行研究。结果表明,各码头的水位变化与泄流变化趋势一致,传播过程中沿程坦化现象明显,传播速度快,大河湾—顺河段的平均波速为11.2 m/s,汛期大河湾码头水位变幅及变率高达4.38 m、1.21 m/h。溪洛渡坝下河道非恒定流特性与下泄流量变幅、变化时长及向家坝库水位有关,其中对流量变幅的响应最大。泄流增加(减少)时,电站下泄流量变幅越大,变化时长越短,向家坝库水位越高(低),非恒定流传播速度就越快,码头水位变幅及水位变化率就越大。

    Abstract:

    nfluenced by the unsteady flow under the power station,the 30 km downstream area of Xiluodu has complicated navigational current conditions,which threatens the safety of ship navigation.Through the prototype observation,the propagation law of unsteady flow and its main influencing factors are investigated.The results show that the change of the water level in each dock is consistent with the trend of the discharge flow,the phenomenon of franking along the propagation is obvious,the propagation speed is fast.The average wave speed of Dahewan to Shunhe section is 11.2 m/s,and the water level variation and change rate at the Dahewan dock during the flood season are as high as 4.38 m and 1.21 m/h.The unsteady flow characteristics of the river channel below Xiluodu dam are related to the variation of the discharged flow rate,the change duration,and the water level of the Xiangjiaba reservoir,with the greatest response to the flow rate variation.When the discharge flow increases (decreases),the larger the variation amplitude of the discharged flow at the power station,the shorter the change duration,the higher (lower) the water level of Xiangjiaba reservoir,the faster the propagation of unsteady flow,and the larger the variation amplitude of the water level and the change rate of the water level of the dock.

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马海涛,王 新,张首元.溪洛渡水电站坝下游河道非恒定流传播规律研究*[J].水运工程,2024(11):146-152.

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  • 在线发布日期: 2024-11-13
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