摘要
基于环境流体动力学模型(Environmental Fluid Dynamics Computer Code EFDC)水动力和泥沙模块,把底床泥沙分为1个黏性组分和4个非黏性组分,建立起一个多组分泥沙三维胶州湾数学模型。模型很好地反演了胶州湾三维水动力场和悬沙浓度场。结果表明,在潮流作用下,胶州湾水体中悬沙浓度较小,以黏性组分(<0.063mm)为主。悬浮起来的黏性组分泥沙随着潮流的涨落,在湾内外作长距离往复运动。可悬浮的非黏性泥沙(0.063～0.25mm)基本上集中在湾外水体底层,表现为局部悬移,就近落淤。胶州湾总体上冲淤变化幅度较小。内湾以冲刷为主,局部淤积;外湾基本上呈淤积状态;湾外冲淤形式较为复杂。
Based on the hydrodynamic and sediment transport module of the Environmental Fluid Dynamics Code （EFDC）, we developed a 3D mathematic model for calibration and verification of hydrodynamic process, sediment resuspension and transportation of the multi-components sediments of the Jiaozhou Bay. In the model, bottom sediments were divided into one cohesive and four noncohesive classes. The results indicate that the concentration of tidal-driven suspended sediment was relatively low and thus cohesive sediments （0.063mm） predominated in the water body of JZB. The suspended cohesive sediments move mainly with tide in a reciprocating way of long distance within the bay. However, most of the suspended noncohesive sediments （0.063~0.25mm） fell rapidly and accumulated at the sea bottom off the bay. In general, the changes in the sedimentation pattern of the entire JZB were not significant. The inner Bay has mainly been erosional with a relatively small rate of sedimentation while the outer Bay remained in deposition. But, the sedimentation pattern is relatively complex in the outside of JZB.
出处
《海洋地质与第四纪地质》
CAS
CSCD
北大核心
2010年第6期15-24,共10页
Marine Geology & Quaternary Geology
基金
国家重点基础研究发展规划项目(2005CB422304)
青岛市规划项目"胶州湾岸线变化及其对水沙运动的影响"
关键词
潮流与波浪
泥沙运动
冲淤变化
数值模型
胶州湾
tidal current
wave
sediment transport
sedimentation
EFDC
SWAN
Jiaozhou Bay
