钦州港新建港区位于10万t级东航道和30万t级油码头航道水域,该规划方案对其航道水流及横流均有影响。借助潮流物理模型试验,模拟整个钦州湾海域潮流情况,对规划方案航道水流及横流进行了分析研究。模型试验研究表明:3个方案中30万t级油码头航道流速变化幅度在0.10 m/s以内,西岸线东航道处流速增加幅度均在0.20 m/s以内,方案1增加范围幅度最大。 新港区水流主流在10万t级东航道,方案布置对西侧10万t级东航道水流及横流影响大于方案口门之间30万t级油码头航道,岸线圆滑处理后的方案3东航道横流减少明显。方案布置应尽量利用东航道横流较小的环抱式方案。
Abstract
The New Port of Qinzhou Bay is located in the water area of 100 000 tons east channel and 300 000 tons oil wharf which will be affected by the New Port plan in terms of channel flow and cross flow. The tidal current in the whole Qinzhou Bay was simulated via physical model test in an attempt to analyze the channel flow and cross flow in the new port plan. Test results revealed that among the three plans, velocity change in plan 1# is the largest. Flow velocity in the channel of 300 000 tons oil wharf varies within 0.10 m/s; flow velocity in the east channel of west shoreline increases within 0.20 m/s. Since the main currents in the New Port concentrate in the 100 000 tons east channel, the influence on the flow and cross flow in 100 000 tons east channel will be larger than those in the 300 000 tons oil wharf channel. In plan 3# in which the shoreline is smoothed, cross flow in the east channel reduced apparently. Therefore, the encircling plan is recommended.
关键词
航道水流 /
横流 /
岸线 /
物理模型 /
钦州港
Key words
channel current /
cross flow /
shoreline /
physical model /
Qinzhou Bay
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参考文献
[1] 张玮,张婧,李泽,等.连云港环抱式防波堤口门航道横流计算研究[J].中国港湾建设,2012,(6):4-7.
[2] 张玮,张婧,刘燃,等.环抱式防波堤口门航道横流三维特性研究[J].海洋工程,2014,32(1):91-97.
[3] 尹长虹,刘林,彭玉生.丹东港海洋红港区口门位置选择与航道泥沙淤积分析[J].水运工程,2011,(9):41-145.
[4] 阮桯,张玮,毕忠飞,等.徐圩港区防波堤口门布置对航道横流影响研究[R].水运工程,2013,(6):70-75.
[5] 李树华. 钦州湾的流况及其水文特征[J].海洋湖沼通报,1988,(3):17-22.
[6] 董德信,李谊纯,陈宪云,等.钦州湾潮流季节变化特征[J].广西科学,2014,21(4):351-356.
[7] 邱绍芳,侍茂崇,陈波.钦州湾潮流特征分析[J].海洋通报,2003,22(3):9-14.
[8] 佘小建,张磊.钦州湾物理模型试验研究[R].南京:南京水利科学研究院,2013.