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- W2330036431 abstract "河口部には土砂が堆積しやすく，洪水の疎通障害や航行障害を生じていることが多い．本研究は感潮部で湖沼（以降，「感潮池（UTSURO）」または「感潮池」とする）の存在する河川河口部をモデル化し，水路内の流れを線形応答解析によって検討したもので，次のことが解明された．・ 感潮池が外海に近く，その面積も小さい場合には，池の水位変化は外海のそれとほぼ等しく，池への流出入流量は池の面積に比例する．・感潮水路長が潮汐波長の1/4の奇数倍に近い場合，水路内に共振現象が生じる．・ 那珂川河口部では，涸沼川と涸沼の関係が共振条件をほぼ満たし，流速が増大して水深維持に有効に寄与している．・黄浦江河口部では，淀山湖と黄浦江の関係が共振条件に近く，上海港付近の水深が維持されている．・黄河河口部に大規模な感潮池を設けることにより，河口堆積を制御できる可能性が示唆された．" @default.
- W2330036431 created "2016-06-24" @default.
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- W2330036431 date "2014-01-01" @default.
- W2330036431 modified "2023-10-04" @default.
- W2330036431 title "Dynamics of Flow in a Channel Connected with a Tidal Pond" @default.
- W2330036431 doi "https://doi.org/10.5956/jriet.43.102" @default.
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