首页|长江口近口段水流挟沙力与径潮动力关系

长江口近口段水流挟沙力与径潮动力关系

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该文在充分考虑径流和潮流水动力因素的基础上,建立了更适合于河口区域的水流挟沙力公式,并以长江口近口段为例,讨论了径流和潮流水动力差异对水流挟沙能的影响.结果表明:长江口近口段涨潮和落潮相同流速时洪季的悬沙浓度大与枯季;建立的考虑径流和潮流因素的水流挟沙力公式与传统公式相比,精度上有较大提高,该公式将不同季节和潮型下的水流挟沙力统一起来,有效反应了年内潮汐河口近口段的水流挟沙能力.对于水流挟沙能力的研究则表明:径流不变时,潮流增加,近口段涨潮和落潮水流挟沙能力增强;径流增加时,徐六泾以上河段潮差减小,涨潮水流挟沙能力减弱,而徐六泾及以下河段潮差表现为增加,这表明涨潮和落潮水流挟沙能力取决于径流和潮流的对比过程.
Relation between sediment carrying capacity and runoff/tidal dynamic in Yangtze Estuary
Considering of the common influence of runoff and tidal dynamics,the optimized formula of sediment carrying capacity in Yangtze estuary is established.And the influences of runoff dynamic and tidal dynamic on the sediment carrying capacity are discussed separately.It is found that the concentration of suspended sediment in wet season is bigger than that in dry season with the same velocity of flood and ebb tide.The estimate accuracy of sediment carrying capacity would be improved when the parameter between runoff and tide is bought in.Combined the sediment carrying capacity in different seasons,the ability of sediment carrying of water flow in estuary could be described correctly.The increase of tidal dynamic increase the sediment carrying capacity when the runoff dynamic is constant and the increase of runoff dynamic increase the sediment carrying capacity of upstream reach of Xuliujing and decrease the sediment carrying capacity of downstream reach.The sediment carrying capacity in estuary is determinate by comparison of runoffand tidal dynamics.

Yangtze estuary, sediment carrying capacity, runoff and tide, dynamic relation

杨云平、李义天、孙昭华、樊咏阳、邓金运

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武汉大学水资源与水电工程科学国家重点实验室,武汉430072

长江口 挟沙力 径流和潮流 动力关系

国家重点基础研究发展计划(973计划)

2010CB429002

2013

水动力学研究与进展A辑
中国船舶科学研究中心

水动力学研究与进展A辑

CSTPCDCSCD北大核心
影响因子:0.594
ISSN:1000-4874
年,卷(期):2013.28(3)
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