Abstract
A part of the comprehensive validation program for SYSTEM 3 a series of test cases for which analytical solutions are known have been carried out. The three test cases presented here comprise two steady state solutions and one non-steady solution. The first test case is a steady two-dimensional wind driven circulation in a closed basin. The assumption of a constant eddy viscosity over the vertical leads to two analytical solutions based on two different boundary conditions at the sea bed. The second test is a steady one-dimensional gravity driven flow in a straight channel. Based on different boundary conditions at the sea bed and a constant eddy viscosity over the vertical two analytical solutions are found. The third test is the standing wave problem. This non-steady test shows that it is possible to retain the correct development of the flow in time with an artificial compressibility if ``properly`` selected. (AB).
Citation Formats
Rasmussen, E B.
System 3. A three dimensional hydrodynamic model. Vol. 6A. A three dimensional hydrodynamic model. Validation tests.
Denmark: N. p.,
1988.
Web.
Rasmussen, E B.
System 3. A three dimensional hydrodynamic model. Vol. 6A. A three dimensional hydrodynamic model. Validation tests.
Denmark.
Rasmussen, E B.
1988.
"System 3. A three dimensional hydrodynamic model. Vol. 6A. A three dimensional hydrodynamic model. Validation tests."
Denmark.
@misc{etde_10144736,
title = {System 3. A three dimensional hydrodynamic model. Vol. 6A. A three dimensional hydrodynamic model. Validation tests}
author = {Rasmussen, E B}
abstractNote = {A part of the comprehensive validation program for SYSTEM 3 a series of test cases for which analytical solutions are known have been carried out. The three test cases presented here comprise two steady state solutions and one non-steady solution. The first test case is a steady two-dimensional wind driven circulation in a closed basin. The assumption of a constant eddy viscosity over the vertical leads to two analytical solutions based on two different boundary conditions at the sea bed. The second test is a steady one-dimensional gravity driven flow in a straight channel. Based on different boundary conditions at the sea bed and a constant eddy viscosity over the vertical two analytical solutions are found. The third test is the standing wave problem. This non-steady test shows that it is possible to retain the correct development of the flow in time with an artificial compressibility if ``properly`` selected. (AB).}
place = {Denmark}
year = {1988}
month = {Sep}
}
title = {System 3. A three dimensional hydrodynamic model. Vol. 6A. A three dimensional hydrodynamic model. Validation tests}
author = {Rasmussen, E B}
abstractNote = {A part of the comprehensive validation program for SYSTEM 3 a series of test cases for which analytical solutions are known have been carried out. The three test cases presented here comprise two steady state solutions and one non-steady solution. The first test case is a steady two-dimensional wind driven circulation in a closed basin. The assumption of a constant eddy viscosity over the vertical leads to two analytical solutions based on two different boundary conditions at the sea bed. The second test is a steady one-dimensional gravity driven flow in a straight channel. Based on different boundary conditions at the sea bed and a constant eddy viscosity over the vertical two analytical solutions are found. The third test is the standing wave problem. This non-steady test shows that it is possible to retain the correct development of the flow in time with an artificial compressibility if ``properly`` selected. (AB).}
place = {Denmark}
year = {1988}
month = {Sep}
}