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TOPIC: no bottom changing after coupling with sisyphe
no bottom changing after coupling with sisyphe 8 years 1 week ago #24225
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Hello all, I am modeling scour around a pier due to dam break wave.my hydrodynamic model is working well but after coupling with sisyphe there is no evidence of sediment transport.I would appreciate if you could help me to figure out the problem.
/ / SISYPHE Version v7p1 Nov 9, 2016 / nom inconnu / / / BED MATERIAL / SEDIMENT DIAMETERS =.001 D90 =.001 / / DATA FILES / FORTRAN FILE ='noerod1.f' BOUNDARY CONDITIONS FILE ='BOTTOM_BC.cli' / / FRICTION / LAW OF BOTTOM FRICTION =4 FRICTION COEFFICIENT =0.0167 / / GENERAL / SHIELDS PARAMETERS =0.047D0 OPTION FOR THE TREATMENT OF NON ERODABLE BEDS =1 CRITICAL EVOLUTION RATIO =1 STEADY CASE =true MINIMAL VALUE OF THE WATER HEIGHT =0 / / INPUT-OUTPUT, FILES / GEOMETRY FILE ='pierscour.slf' / / NUMERICAL / MATRIX STORAGE =3 TETA =0.5 / / NUMERICAL PARAMETERS / SOLVER FOR SUSPENSION =1 / / RESULTS / RESULTS FILE ='Rsis.slf' GRAPHIC PRINTOUT PERIOD =10 / / SUSPENSION / SETTLING VELOCITIES =0.01 / / TIME / TIME STEP =0.01 NUMBER OF TIME STEPS =350 / / USELESS / STEERING FILE ='sis.cas' MEAN DIAMETER OF THE SEDIMENT =.001  / / TELEMAC2D Version v7p1 Nov 9, 2016 / nom inconnu / / / EQUATIONS / LAW OF BOTTOM FRICTION =4 FRICTION COEFFICIENT =0.0167 TURBULENCE MODEL =3 / / EQUATIONS, BOUNDARY CONDITIONS / PRESCRIBED ELEVATIONS =0.0 / / EQUATIONS, INITIAL CONDITIONS / INITIAL CONDITIONS ='CONSTANT ELEVATION' INITIAL ELEVATION =0 / / INPUT-OUTPUT, FILES / STEERING FILE ='pierscour.cas' GEOMETRY FILE ='pierscour.slf' COUPLING WITH ='SISYPHE' SISYPHE STEERING FILE ='sis.cas' RESULTS FILE ='teleresult.slf' FORTRAN FILE ='condin1.f' BOUNDARY CONDITIONS FILE ='BOTTOM_BC.cli' / / INPUT-OUTPUT, GRAPHICS AND LISTING / VARIABLES TO BE PRINTED =U,V,C,H,S,B MASS-BALANCE =true GRAPHIC PRINTOUT PERIOD =10 / / NUMERICAL PARAMETERS / TIME STEP =0.01 DURATION =3 / / NUMERICAL PARAMETERS, SOLVER / SOLVER =1 |
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