中国港湾建设
中國港灣建設
중국항만건설
CHINA HARBOUR ENGINEERING
2014年
1期
14-21
,共8页
刘红%张华%张寒元%林娜%龚鸿锋
劉紅%張華%張寒元%林娜%龔鴻鋒
류홍%장화%장한원%림나%공홍봉
鸭绿江%西水道%泥沙粒度%航道回淤
鴨綠江%西水道%泥沙粒度%航道迴淤
압록강%서수도%니사립도%항도회어
Yalu River%west channel%grain size distribution%waterway siltation
根据鸭绿江河口西水道水流、悬浮泥沙和底质粒度特征的分析,研究丹东港出海航道泥沙淤积的动力机制以及泥沙粒度对回淤的指示作用。分析表明,海域来沙为西水道的主要泥沙来源,泥沙运动以“波浪掀沙、潮流输沙”为主要特征;悬沙和底质粒度对比表明,上航道和中航道段航道回淤以悬沙落淤为主,下航道和外航道段航道回淤以底沙推移为主。航道回淤泥沙作为泥沙运动的“指示剂”,能够较好地揭示航道回淤的机理;采用刘家驹悬沙淤积模式和罗肇森底沙输移模式相结合的方法,估算丹东港大东港区20万吨级航道回淤量为679万m3,与物理模型试验结果较为接近,上述分析方法和公式可适用于砂质海岸航道回淤计算,也为类似航道回淤研究提供了重要的参考和借鉴。
根據鴨綠江河口西水道水流、懸浮泥沙和底質粒度特徵的分析,研究丹東港齣海航道泥沙淤積的動力機製以及泥沙粒度對迴淤的指示作用。分析錶明,海域來沙為西水道的主要泥沙來源,泥沙運動以“波浪掀沙、潮流輸沙”為主要特徵;懸沙和底質粒度對比錶明,上航道和中航道段航道迴淤以懸沙落淤為主,下航道和外航道段航道迴淤以底沙推移為主。航道迴淤泥沙作為泥沙運動的“指示劑”,能夠較好地揭示航道迴淤的機理;採用劉傢駒懸沙淤積模式和囉肇森底沙輸移模式相結閤的方法,估算丹東港大東港區20萬噸級航道迴淤量為679萬m3,與物理模型試驗結果較為接近,上述分析方法和公式可適用于砂質海岸航道迴淤計算,也為類似航道迴淤研究提供瞭重要的參攷和藉鑒。
근거압록강하구서수도수류、현부니사화저질립도특정적분석,연구단동항출해항도니사어적적동력궤제이급니사립도대회어적지시작용。분석표명,해역래사위서수도적주요니사래원,니사운동이“파랑흔사、조류수사”위주요특정;현사화저질립도대비표명,상항도화중항도단항도회어이현사락어위주,하항도화외항도단항도회어이저사추이위주。항도회어니사작위니사운동적“지시제”,능구교호지게시항도회어적궤리;채용류가구현사어적모식화라조삼저사수이모식상결합적방법,고산단동항대동항구20만둔급항도회어량위679만m3,여물리모형시험결과교위접근,상술분석방법화공식가괄용우사질해안항도회어계산,야위유사항도회어연구제공료중요적삼고화차감。
Based on the analysis of current velocity,suspended sediment concentration(SSC),and grain size suspended and bed sediments in the west channel of the Yalu River Estuary,the mechanism of sediment hydrodynamics in Dandong Waterway was studied to explore the indication of waterway siltation by grain size distribution. The results showed that the sediment source of the west channel was mainly coming from the adjacent sea area and the sedimentation was characterized by wave lifted sedi-ment and tidal transport sediment. The comparative analysis of the grain size of suspended and surface sediments showed that the suspended sediment deposition was the mechanism of waterway siltation in the upper and middle reaches of the navigation channels,and the bed load transport was the mechanism of waterway siltation in the lower and outer reaches of the navigation channels. Through the analysis of the grain-size characteristics of suspended and surface sediments,channel siltation,being the indicator of sediment movement, can be used to reveal the mechanism of waterway siltation. The back-silting quantity of Dandong Waterway was 6.79í106 m3 calculated with Liu Jiaju’s and Luo zhaosen’s models, which was close to the results of physical model test. Above analysis of the silting mechanism and estimation method provided the important reference of water-way siltation research in sandy beach.