turbplate.alf
$GLOBAL,
	TITLE = 'Flow past a flatplate',
	SIMTYPE = 2,
	FOLDER = 'flatplatew',
	MACH = 0.1,
	REYNOLDS = 12000000.0,
	ORDER = 3,
	$END

$OVERSET,

	RESTART = 0,

	COINNODE = 0,
	USEADT = 0,

      	$END


$TURB,

        TURBTYPE =            9,

      	$END


$SPATIAL,
	SCHEME = 15,	15,	-999,
	METRIC = 1,
	COMPACTI = 'E2-DE2-C4-DE2-E2',
	COMPACTJ = 'E2-DE2-C4-DE2-E2',
	COMPACTK = 'E2-DE2-C4-DE2-E2',
	COMPACTG = 'E2-DE2-C4-DE2-E2',
	VISCOUS = 1,	1,	1,
	VISCHEME = 1,
	VISCMON = 1,
	SUTHERLN = 0.38,
	$END

$TIMESTEP,
	MAXITER = 15000,
	SCHEME = 'RK4',
	KTVDRK = 0,
	GLOBALDT = 0.2E-3,
	SUBDT = 0.2E-3,
	GLOBTOL = 0.00001,
	SUBTOL = 1.0E-3,
	$END

$DAMPING,
	TYPE = 4,
	ES4 = 0.01,
	ES2 = 0.20,
	MAXRED = 1,
	FES4 = 2.0,
	FES2 = 1.0,
	OMGAV = 0.01,
	SRCONST = 0.0,
	FILTER = 1, 1, 0,
	NFILTER = 2, 2, 0,
	ALPHAN = 0.3, 0.3, 0.3,
	ALPHA2 = 0.3, 0.3, 0.3,
	ALPHA3 = 0.3, 0.3, 0.3,
	ALPHA4 = 0.3, 0.3, 0.3,
	ALPHA5 = 0.3, 0.3, 0.3,
	$END

$OUTPUT,
	PRINTFRQ = 1000,
	$END

$DEBUG,
	POINT = 4, 4, 2,
	$END

$BLOCK,
	NAME = 'mesh0',
	MESHFILE = 'turbplate.in',
	FILETYPE = 'AEROFLO',
	ORDER = 3,
	ISIZE = 111,
	JSIZE = 81,
	KSIZE = 1,
	PERIODIC = 0, 0, 2,
	$END
	MESHFILE = 'yp10.x',
	FILETYPE = 'PLOT3D',
	MESHFILE = 'yp02.dat',



comment:	Inflow at i = 1 for u.
$FACEBC,
	BLOCK = 'mesh0',
	TYPE = 10,
	SIDE = 4,
	VARIABLE = 2,
	VALUE = 1.0,
	$END

comment:	Inflow at i = 1 Dirichlett v.
$FACEBC,
	BLOCK = 'mesh0',
	TYPE = 10,
	SIDE = 4,
	VARIABLE = 3,
	VALUE = 0.0,
	$END

comment:	Inflow at i = 1 Dirichlett w
$FACEBC,
	BLOCK = 'mesh0',
	TYPE = 10,
	SIDE = 4,
	VARIABLE = 4,
	VALUE = 0.0,
	$END

comment:	Inflow at i = 1 Dirichlett for rho
$FACEBC,
	BLOCK = 'mesh0',
	TYPE = 23,
	SIDE = 4,
	VARIABLE = 1,
	$END

comment:	Inflow at i = 1 Dirichlett for P
$FACEBC,
	BLOCK = 'mesh0',
	TYPE = 23,
	SIDE = 4,
	VARIABLE = 5,
	VALUE = 71.42857,
	$END

comment:	Outflow condition at i= IE
$FACEBC,
	BLOCK = 'mesh0',
	TYPE = 31,
	SIDE = 2,
	$END

comment:	Free stream condition at J= JE
$FACEBC,
	BLOCK = 'mesh0',
	TYPE = 32,
	SIDE = 6,
	$END

comment:	Solid wall at J = 1
$FACEBC,
	BLOCK = 'mesh0',
	TYPE = 1,
	SIDE = 5,
	IBCS = 15,
	$END

comment:	Slip wall at J = 1
$FACEBC,
	BLOCK = 'mesh0',
	TYPE = 1,
	SIDE = 5,
	IBCE = 14,
	$END