水运工程
水運工程
수운공정
PORT & WATERWAY ENGINEERING
2013年
6期
70-74
,共5页
阮桯%张玮%毕忠飞%祁小辉
阮桯%張瑋%畢忠飛%祁小輝
원정%장위%필충비%기소휘
徐圩港区%防波堤口门布置%航道横流%潮流数学模型
徐圩港區%防波隄口門佈置%航道橫流%潮流數學模型
서우항구%방파제구문포치%항도횡류%조류수학모형
Xuwei port%layout of breakwater entrance%cross-flow of channel%tidal mathematical model
环抱式防波堤突出于海岸,其口门航道横流可能影响船舶进出。针对徐圩港区环抱式防波堤口门不同布置方案,运用二维潮流数学模型,计算各方案的航道横流。研究结果表明:涨潮期间的航道最大横流大于落潮,涨潮横流起控制作用;各方案最大横流均出现在口门(或堤头)附近水域,出现时刻在高潮位前后;最大横流与口门宽度、口门布置形式有关;口门设置双导堤后,最大横流位置外移至堤头附近水域,向口门逐渐减小,这对口门附近水域船舶的航行是有利的。
環抱式防波隄突齣于海岸,其口門航道橫流可能影響船舶進齣。針對徐圩港區環抱式防波隄口門不同佈置方案,運用二維潮流數學模型,計算各方案的航道橫流。研究結果錶明:漲潮期間的航道最大橫流大于落潮,漲潮橫流起控製作用;各方案最大橫流均齣現在口門(或隄頭)附近水域,齣現時刻在高潮位前後;最大橫流與口門寬度、口門佈置形式有關;口門設置雙導隄後,最大橫流位置外移至隄頭附近水域,嚮口門逐漸減小,這對口門附近水域船舶的航行是有利的。
배포식방파제돌출우해안,기구문항도횡류가능영향선박진출。침대서우항구배포식방파제구문불동포치방안,운용이유조류수학모형,계산각방안적항도횡류。연구결과표명:창조기간적항도최대횡류대우락조,창조횡류기공제작용;각방안최대횡류균출현재구문(혹제두)부근수역,출현시각재고조위전후;최대횡류여구문관도、구문포치형식유관;구문설치쌍도제후,최대횡류위치외이지제두부근수역,향구문축점감소,저대구문부근수역선박적항행시유리적。
The cross-flow of channel in the entrance of the encircle breakwater which stretch out the coast is always concerned, for it may influence the ship to navigate. For the different design plan of the encircle breakwater entrance in Xuwei port, the cross-flow of every design plan is simulated by the 2D tidal-current numerical model. The results shows that the maximum cross-flow of flood tide is greater than that of the ebb tide, which means that the maximum cross-flow is dominated by flood tide;The maximum cross-flow of every plan occurres in the waters near the entrance(or the dike head) around high tide level period. The maximum cross-flow is related to the width and the layout of the entrance. After the double-dike is built, the location of the maximum cross-flow moves outward the waters near the dike head. The maximum cross-flow gradually decreases towards the entrance, which is good for ships near the entrance to navigate.