水运工程
水運工程
수운공정
PORT & WATERWAY ENGINEERING
2013年
11期
55-60,82
,共7页
刘杰%程海峰%王元叶%李为华
劉傑%程海峰%王元葉%李為華
류걸%정해봉%왕원협%리위화
长江口%12.5 m深水航道%大风浪%浮泥
長江口%12.5 m深水航道%大風浪%浮泥
장강구%12.5 m심수항도%대풍랑%부니
the Yangtze estuary%12.5m deepwater channel%stormy waves%fluid mud
利用长江口12.5 m深水航道三次大风浪后的浮泥观测资料,对浮泥的发育、输移及消散过程进行分析。结果表明:长江口12.5 m深水航道大风浪后浮泥发育明显,厚度最大可达3.5~3.8 m,体积达2700万m3左右;浮泥的发育规模与大风浪的持续时间和大风浪期间的潮汐有关;浮泥主要发育航槽内,并在涨落潮流的作用下上、下运移,移动幅度达13~18 km;大潮期形成的浮泥,在之后的中小潮期会整体向上运移;浮泥的消散主要与潮动力的增强有关,存续时间5~10 d。
利用長江口12.5 m深水航道三次大風浪後的浮泥觀測資料,對浮泥的髮育、輸移及消散過程進行分析。結果錶明:長江口12.5 m深水航道大風浪後浮泥髮育明顯,厚度最大可達3.5~3.8 m,體積達2700萬m3左右;浮泥的髮育規模與大風浪的持續時間和大風浪期間的潮汐有關;浮泥主要髮育航槽內,併在漲落潮流的作用下上、下運移,移動幅度達13~18 km;大潮期形成的浮泥,在之後的中小潮期會整體嚮上運移;浮泥的消散主要與潮動力的增彊有關,存續時間5~10 d。
이용장강구12.5 m심수항도삼차대풍랑후적부니관측자료,대부니적발육、수이급소산과정진행분석。결과표명:장강구12.5 m심수항도대풍랑후부니발육명현,후도최대가체3.5~3.8 m,체적체2700만m3좌우;부니적발육규모여대풍랑적지속시간화대풍랑기간적조석유관;부니주요발육항조내,병재창락조류적작용하상、하운이,이동폭도체13~18 km;대조기형성적부니,재지후적중소조기회정체향상운이;부니적소산주요여조동력적증강유관,존속시간5~10 d。
Using the observation data of fluid mud after three huge stormy waves in the Yangtze estuary, we analyze the development, transportation and dissipation process of the fluid mud in 12.5-meter deepwater channel The results show that the fluid mud in the channel develops clearly after huge stormy waves in the flood season. Its maximum thickness can reach about 3.5 to 3.8 meters and the volume can reach about 27 million cubic meters. The scale of fluid mud’s development relates to the duration of stormy waves and the tidal regime during stormy waves. The longer the stormy waves continue, the larger the fluid mud develops. And when the stormy waves meet the spring tide, the large-scale fluid mud can be formed;When the stormy waves meet the neap tide, the scale of fluid mud is smaller relatively. Fluid mud mainly develops in 12.5-meter channel, and there is little fluid mud on the riverbed of both sides of the channel. After the fluid mud is formed, it will move up and down in the channel under the effect of tidal current, with an amplitude of fluctuation about 13~18 kilometers. The fluid mud formed in the spring tide will migrate upward as a whole during the following neap tide. Fluid mud in deepwater channel exits about 5~10 days, and the dissipation of fluid mud is mainly connected with the enhancement of tide power. The fluid mud formed after stormy waves will disappear gradually with the subsequent spring tides.