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海流作用下沉管—双驳船沉放系统沉放过程的阻力特性分析 被引量:4
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作者 李艳 伍绍博 李欣 《船舶力学》 EI CSCD 北大核心 2015年第11期1318-1324,共7页
文章通过CFD方法对海流作用下沉管管节与双驳船组成的沉放系统在不同沉放水深时的阻力进行分析,采用RANS方程和SST k-ε湍流模型,利用试验结果验证所用模型和方法的正确性。结合沉放过程三个典型工况,分析90°来流时的流场变化对阻... 文章通过CFD方法对海流作用下沉管管节与双驳船组成的沉放系统在不同沉放水深时的阻力进行分析,采用RANS方程和SST k-ε湍流模型,利用试验结果验证所用模型和方法的正确性。结合沉放过程三个典型工况,分析90°来流时的流场变化对阻力特性变化产生的影响。结果表明数值结果与试验结果差异较小,驳船和沉管之间的相对位置、沉管沉放深度对流阻力大小影响较大。 展开更多
关键词 管管节 沉放过程 CFD 流阻力 流场分布
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海底管道对接过程数值模拟力学分析
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作者 李成凯 刘衍聪 +4 位作者 伊鹏 曲杨 伦冠德 马晓丽 谢江浩 《石油机械》 北大核心 2014年第3期48-52,71,共6页
在分析海底管道对接施工过程的基础上,构建了管道对接过程模型与管道力学模型,采用Abaqus软件对API-5L标准的355.6 mm(14 in)管道建立了海洋管道多点牵引的提吊与沉放力学数值模型,分析管道对接过程的力学特性。分析结果表明,管道提... 在分析海底管道对接施工过程的基础上,构建了管道对接过程模型与管道力学模型,采用Abaqus软件对API-5L标准的355.6 mm(14 in)管道建立了海洋管道多点牵引的提吊与沉放力学数值模型,分析管道对接过程的力学特性。分析结果表明,管道提吊过程中,Y轴方向上的线应变在前期提吊过程中逐渐增大,后期在铺管船移动的情况下逐渐减小,Z轴方向上的线应变在提吊高度不断增加的情况下逐渐增大,管道的两舷吊点间管段弯矩呈往复波动变化规律;管道沉放过程中,Y轴方向上的线应变随下放距离和侧移距离的改变而增大,最终维持一个固定的应变量,Z轴方向上的线应变随下放距离和侧移距离改变而起伏波动。 展开更多
关键词 海底管道 ABAQUS 提吊过程 沉放过程 管道施工
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The mechanisms of contaminants release due to incipient motion at sediment-water interface 被引量:4
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作者 ZHU HongWei CHENG PengDa +1 位作者 ZHONG BaoChang WANG DaoZeng 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2014年第8期1563-1568,共6页
Sediments in many rivers and lakes are subjected to resuspension due to a combination of hydrodynamics. However, the roles of contaminant-contained dissolved and particulate sediments during the resuspension release a... Sediments in many rivers and lakes are subjected to resuspension due to a combination of hydrodynamics. However, the roles of contaminant-contained dissolved and particulate sediments during the resuspension release are rarely studied. This study focuses on the release quantity of contaminants in both water phase and solid phase. Conservative tracer (NaC1) and reactive tracer (Phosphorus) were respectively added to cohesive fine-grained sediments and non-cohesive coarse-grained sediments. A range of typical shear stress was conducted to characterize the time-depended release of contaminants in a laboratory flume. When the sediment started to move, the concentration of contaminant in the overlying water increased with the bed shear stress, but the dissolved contaminants responded faster than the particulate ones. The observed contaminant release process can be divided into three main stages: the initial two hours fast mixing: the release contribution of pore water could reach up to 75%; the middle 4-6 h adsorption: the partitioning coefficient of contaminant between water phase and solid phase decreased over the time, and the adsorption of contaminates from resuspended sediment dominated the negative release; the last equilibrium stage: the desorption and adsorption reached equilibrium, and the reactive contaminant made an impact on the water quality in the solid phase. The existing formulas to evaluate the release flux are far from practice meaning as the sediment contaminants undergo a very complex release process. 展开更多
关键词 sediment resuspension suspended particle pore water sediment-water interface CONTAMINANTS
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