Sensitivity analysis of three-dimensional salinity simulations in North San Francisco Bay using the unstructured-grid SUNTANS model

被引:40
作者
Chua, Vivien P. [1 ]
Fringer, Oliver B. [1 ]
机构
[1] Stanford Univ, Dept Civil & Environm Engn, Environm Fluid Mech Lab, Stanford, CA 94305 USA
基金
新加坡国家研究基金会;
关键词
Unstructured grid; Numerical diffusion; Scalar advection scheme; Turbulence model; Grid resolution; HIGH-RESOLUTION SCHEMES; TIME SCALES; DIFFUSION; TURBULENCE; SHELF; FLOW;
D O I
10.1016/j.ocemod.2011.05.007
中图分类号
P4 [大气科学(气象学)];
学科分类号
0706 ; 070601 ;
摘要
The unstructured-grid SUNTANS model is applied to San Francisco Bay using a grid with an average resolution of 50 m. This accurately resolves tidal hydrodynamics in a domain that extends from the Pacific Ocean to the western portion of the Delta region, the flow through which is approximated with two rectangular boxes as a "false delta". A detailed calibration is performed, and we show that the model accurately predicts tidal heights, currents, and salinity at several locations throughout the Bay. We perform a sensitivity study to understand the effects of grid resolution, the turbulence model, and the scalar transport scheme. Three levels of grid refinement are performed, and the results of a second-order accurate, TVD scalar transport scheme are compared to those with first-order upwinding. We find that the best convergence rate with respect to grid refinement occurs when the TVD scheme is employed. This accuracy degrades when the turbulence model is not employed due to a lack of feedback between vertical turbulent mixing and stratification. Significant horizontal diffusion associated with first-order upwinding eliminates the necessary horizontal salinity gradients required to induce baroclinic circulation, and renders the results less sensitive to the turbulence model or grid refinement. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:332 / 350
页数:19
相关论文
共 46 条
[1]  
Brooks N. H., 1979, MIXING INLAND COASTA, P483
[2]   High resolution methods for multidimensional advection-diffusion problems in free-surface hydrodynamics [J].
Casulli, V ;
Zanolli, P .
OCEAN MODELLING, 2005, 10 (1-2) :137-151
[3]  
Casulli V, 2000, INT J NUMER METH FL, V32, P331, DOI 10.1002/(SICI)1097-0363(20000215)32:3<331::AID-FLD941>3.0.CO
[4]  
2-C
[5]   SEMI-IMPLICIT FINITE-DIFFERENCE METHODS FOR THE 2-DIMENSIONAL SHALLOW-WATER EQUATIONS [J].
CASULLI, V .
JOURNAL OF COMPUTATIONAL PHYSICS, 1990, 86 (01) :56-74
[6]   STABILITY, ACCURACY AND EFFICIENCY OF A SEMIIMPLICIT METHOD FOR 3-DIMENSIONAL SHALLOW-WATER FLOW [J].
CASULLI, V ;
CATTANI, E .
COMPUTERS & MATHEMATICS WITH APPLICATIONS, 1994, 27 (04) :99-112
[7]  
*CDWR, 1986, DAYFLOW PROGR DOC DA
[8]   Estimates of bottom roughness length and bottom shear stress in South San Francisco Bay, California [J].
Cheng, RT ;
Ling, CH ;
Gartner, JW ;
Wang, PF .
JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 1999, 104 (C4) :7715-7728
[9]   TIDAL, RESIDUAL, INTERTIDAL MUDFLAT (TRIM) MODEL AND ITS APPLICATIONS TO SAN-FRANCISCO BAY, CALIFORNIA [J].
CHENG, RT ;
CASULLI, V ;
GARTNER, JW .
ESTUARINE COASTAL AND SHELF SCIENCE, 1993, 36 (03) :235-280
[10]  
Cheng RT, 1998, OCEAN COMMUNITY CONFERENCE'98: CELEBRATING 1998 INTERNATIONAL YEAR OF THE OCEAN, PROCEEDINGS VOLS 1 AND 2, P537