鄱阳湖入江水道冲淤变化对湖区水动力影响分析OA
Analysis on effects of erosion and deposition of Poyang Lake outlet channel into Changjiang River on hydrodynamics of lake area
受人类活动影响,近20 年鄱阳湖入江水道发生显著冲刷,对湖区接纳五河来流及调蓄后出湖的水动力过程产生了深远影响.通过实测断面与水文资料构建高精度二维水动力模型,在模型中设计入江水道原始、弱冲刷(-0.5 m)、中冲刷(-1m)、强冲刷(-2m)4 种工况,定量分析了鄱阳湖入江水道冲淤变化对湖区水动力的影响.结果表明:① 空间上,北部湖区(湖口站—都昌站)对冲刷的响应最为显著,强冲刷工况下枯水期(1 月)都昌站水位降低0.55 m,入江水道段流速平均降低0.05 m/s,而同期南部湖区(棠阴站—康山站)对冲刷的响应偏微弱,平均水位降低0.10 m,流速增大0.01 m/s.② 时间上,对冲刷的响应在枯水期(1 月)最为强烈,导致湖区水位显著下降和出流量增加,丰水期(7 月)则因来水量大、水位高而几乎不受影响,各工况下不同站点水位差异不足0.01 m.③ 湖口断面出流流量随入江水道冲刷加剧而增加,最大增加190 m3/s,日均泄流量最大提升5.48%.④ 鄱阳湖洪水调蓄能力随入江水道冲刷加剧而削弱,强冲刷工况下鄱阳湖30 d 洪水调蓄量从69.79 亿 m3 减少到69.31 亿 m3,洪量调蓄能力从25.99%降至25.81%.⑤ 鄱阳湖湖区水面面积随着冲刷加剧而缩减,强冲刷工况下水位上升期(3 月)最大缩减43.12 km2(幅度 2.27%),而丰水期(7 月)仅缩减6.37 km2(幅度0.21%).研究成果揭示了鄱阳湖入江水道冲淤变化对湖区水动力的影响具有北强南弱的空间差异性与枯强丰弱的季节异质性,可为鄱阳湖洪枯调控与枢纽工程建设提供参考.
Affected by human activities,the Poyang Lake outlet channel into the Yangtze River has undergone significant erosion over the past 20 years,which has profoundly impacted the hydrodynamic processes of the lake area receiving water from the five major rivers and flowing out of the lake area.A high-precision 2D hydrodynamic model was constructed based on measured cross-section and hydrological data.Four scenarios were designed using the model:original condition,slight erosion(-0.5 m),mod-erate erosion(-1 m),and severe erosion(-2 m).The influence of erosion and deposition changes in the Poyang Lake outlet channel on the hydrodynamics of the lake area was quantitatively analyzed.The results show that:① Spatially,the northern lake area(Hukou-Duchang section)responds most significantly to erosion.Under strong erosion,the water level at Duchang Station decreases by0.55 m in the dry season(January),and the average flow velocity in the river channel section decreases by 0.05 m/s.In contrast,the southern lake area(Tangyin-Kangshan section)shows a weak response,with an average water level de-crease of 0.1 m and a velocity increase of 0.01 m/s.② Temporally,the response of Poyang Lake to erosion is strongest in the dry season(January),resulting in a marked water level decline and increased outflow from the lake area.In the wet season(July),due to large inflow and high water levels,the lake is almost unaffected,with water level differences at stations under different sce-narios less than 0.01 m.③ As the degree of erosion increases,the discharge at the lake outlet increases,with a maximum increase of190 m3/s,and the daily average discharge rises by5.48%.④ Under strong erosion,the 30-day flood regulation capacity of Poyang Lake decreases from 6.979 billion m3 to 6.931 billion m3,and the flood storage ratio decreases from 25.99%to 25.81%.⑤ The area of Poyang Lake decreases with increasing erosion intensity.Under strong erosion,the maximum reduction in water level occurs during the rising period(March),with a decrease of 43.12 km2(-2.27%),while during the wet season(July),the reduction is only6.37 km2(-0.21%).These findings reveal the influence of erosion and deposition of the Poyang Lake outlet channel into the Yangtze River on the lake area's hydrodynamics,characterized by spatial differences(strong in the north,weak in the south)and seasonal heterogeneity(strong in dry seasons,weak in wet seasons).This can provide a reference for flood and drought control of Poyang Lake and the construction of hub projects.
郭公林;栾华龙;吕超凡;何子灿;杨忠勇;胡怡玲
三峡大学 水利与环境学院,湖北 宜昌 443000||长江科学院 河流研究所,湖北 武汉 430010长江科学院 河流研究所,湖北 武汉 430010||长江科学院 水利部长江中下游河湖治理与防洪重点实验室,湖北 武汉 430010长江科学院 河流研究所,湖北 武汉 430010||长江科学院 水利部长江中下游河湖治理与防洪重点实验室,湖北 武汉 430010长江科学院 河流研究所,湖北 武汉 430010||长江科学院 水利部长江中下游河湖治理与防洪重点实验室,湖北 武汉 430010三峡大学 水利与环境学院,湖北 宜昌 443000三峡大学 水利与环境学院,湖北 宜昌 443000
建筑与水利
入江水道冲淤变化水动力响应数值模拟鄱阳湖
outlet channel into the rivererosion and depositionhydrodynamic responsenumerical simulationPoyang Lake
《人民长江》 2026 (5)
1-8,27,9
国家自然科学基金长江水科学研究联合基金项目(U2240224)国家自然科学基金项目(42376166,42430406)水利部重大科技项目(SKS-2022074)中央级公益性科研院所基本科研业务费项目(CKSF2025153/HL)
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