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flag2refine_geo_flood.f.html |
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Source file: flag2refine_geo_flood.f
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Directory: /Users/rjl/git/rjleveque/clawpack-4.6.3/geoclaw/2d/lib
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Converted: Mon Jan 21 2013 at 20:15:57
using clawcode2html
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This documentation file will
not reflect any later changes in the source file.
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c
c -------------------------------------------------------------------
subroutine flag2refine(mx,my,mbc,meqn,maux,xlower,ylower,dx,dy,
& t,level,tolsp,q,aux,amrflags,DONTFLAG,DOFLAG)
c -------------------------------------------------------------------
c
c ::::::::::::::::::::: flag2refine ::::::::::::::::::::::::::::::::::
c
c User routine to control flagging of points for refinement.
c
c
c
c The logical function allowflag(x,y,t) is called to
c check whether further refinement at this level is allowed in this cell
c at this time.
c
c q = grid values including ghost cells (bndry vals at specified
c time have already been set, so can use ghost cell values too)
c
c aux = aux array on this grid patch
c
c amrflags = array to be flagged with either the value
c DONTFLAG (no refinement needed) or
c DOFLAG (refinement desired)
c
c Specific for GeoClaw for flood type problems: ie: dambreaks, river flooding etc.
c
c This particular version flag2refine_geo_flood.f differs from the routine used
c for tsunami modeling.
c ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::
c
use geoclaw_module
use topo_module
implicit double precision (a-h, o-z)
dimension q(1-mbc:mx+mbc,1-mbc:my+mbc,meqn)
dimension aux(1-mbc:mx+mbc,1-mbc:my+mbc,maux)
dimension amrflags(1-mbc:mx+mbc,1-mbc:my+mbc)
logical allowflag
external allowflag
logical shoreregion,wave,shoreline,land,river,ocean
include 'regions.i'
include 'qinit.i'
c # loop over interior points on this grid:
do 200 j = 1,my
y = ylower + mbc*dy + (j-0.5d0)*dy
y1 = ylower + mbc*dy + (j-1)*dy
y2 = ylower + mbc*dy + j*dy
do 100 i = 1,mx
x = xlower + mbc*dx + (i-0.5d0)*dx
x1 = xlower + mbc*dx + (i-1)*dx
x2 = xlower + mbc*dx + i*dx
c # (i,j) grid cell is [x1,x2] x [y1,y2].
c # default for each point is not to flag unless some condition
c # below is satisfied:
amrflags(i,j) = DONTFLAG
do 30 m=1,mtopofiles
c # check to see if refinement is forced in any topo file region:
if (level .lt. minleveltopo(m) .and.
& t.ge.tlowtopo(m) .and. t.le.thitopo(m)) then
xlow = xlowtopo(m)
xhi = xhitopo(m)
ylow = ylowtopo(m)
yhi = yhitopo(m)
if (x2.gt.xlow.and.x1.lt.xhi.and.
& y2.gt.ylow.and.y1.lt.yhi) then
amrflags(i,j) = DOFLAG
go to 100 !# flagged, so no need to check anything else
endif
endif
30 continue
do 40 m=1,mregions
c # check to see if refinement is forced in any other region:
if (level .lt. minlevelregion(m) .and.
& t.ge.tlowregion(m) .and. t.le.thiregion(m)) then
xlow = xlowregion(m)
xhi = xhiregion(m)
ylow = ylowregion(m)
yhi = yhiregion(m)
if (x2.gt.xlow.and.x1.lt.xhi.and.
& y2.gt.ylow.and.y1.lt.yhi) then
amrflags(i,j) = DOFLAG
go to 100 !# flagged, so no need to check anything else
endif
endif
40 continue
if (mdtopo.gt.0) then
c # check if we're in the dtopo region and need to refine:
c # force refinement to level minleveldtopo
if (level.lt.minleveldtopo.and.t.le.tfdtopo.and.
& x2.gt.xlowdtopo.and.x1.lt.xhidtopo.and.
& y2.gt.ylowdtopo.and.y1.lt.yhidtopo) then
amrflags(i,j)=DOFLAG
go to 100 !# flagged, so no need to check anything else
endif
endif
if (iqinit.gt.0 .and. t.eq.0.d0) then
c # check if we're in the region where initial perturbation is
c # specified and need to force refinement:
if (level.lt.minlevelqinit.and.
& x2.gt.xlowqinit.and.x1.lt.xhiqinit.and.
& y2.gt.ylowqinit.and.y1.lt.yhiqinit) then
amrflags(i,j)=DOFLAG
go to 100 !# flagged, so no need to check anything else
endif
endif
c -----------------------------------------------------------------
c # refinement not forced, so check if it is allowed, and if so,
c # check if there is a reason to flag this point:
if (allowflag(x,y,t,level)) then
depth= q(i,j,1)
momentum = sqrt(q(i,j,2)**2 + q(i,j,3)**2)
watersurface = q(i,j,1) + aux(i,j,1)
if (depth.lt.drytolerance) watersurface=0.0
c # determine flowgrade
do iflow=1,mflowgrades
if (iflowgradevariable(iflow).eq.1) then
flowgradenorm=depth
flowgradegrad=depth
elseif (iflowgradevariable(iflow).eq.2) then
flowgradenorm=momentum
flowgradegrad=momentum
elseif (iflowgradevariable(iflow).eq.3) then
flowgradenorm=dabs(watersurface)
flowgradegrad=momentum
endif
if (iflowgradetype(iflow).eq.1) then
flowgrademeasure=flowgradenorm
else
flowgrademeasure=flowgradegrad
endif
if (flowgrademeasure.gt.flowgradevalue(iflow)
& .and.level.lt.iflowgrademinlevel(iflow)) then
amrflags(i,j)=DOFLAG
go to 100
endif
enddo
endif
100 continue !# end loop on i
200 continue !# end loop on j
return
end