[3224] | 1 | """Simple water flow example using ANUGA |
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| 2 | |
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| 3 | Water driven towards a continental slope and into a harbour |
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| 4 | environment. Set up as per: |
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| 5 | P.L.-F Liu |
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| 6 | Effects of the Continental Shelf on Harbor Resonance, in |
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| 7 | Tsunamis - Their Science and Engineering, |
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| 8 | edited by K. Iida and T. Iwasaki, 303-314. |
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| 9 | 1983, Terra Scientific Publishing Company, Tokyo. |
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| 10 | |
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| 11 | """ |
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| 12 | |
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| 13 | #------------------------------------------------------------------------------ |
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| 14 | # Import necessary modules |
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| 15 | #------------------------------------------------------------------------------ |
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| 16 | |
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| 17 | from pmesh.mesh_interface import create_mesh_from_regions |
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| 18 | from pyvolution.shallow_water import Domain |
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| 19 | from pyvolution.shallow_water import Reflective_boundary |
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| 20 | from pyvolution.shallow_water import Dirichlet_boundary |
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| 21 | from pyvolution.shallow_water import Time_boundary |
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| 22 | from pyvolution.shallow_water import Transmissive_boundary |
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| 23 | |
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| 24 | waveheight = 1.0 |
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| 25 | harbour_length = 2000.0 |
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| 26 | shelf_length = 10000.0 |
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[3248] | 27 | bottom_length = 10000.0 |
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[3224] | 28 | harbour_width = 250.0 |
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| 29 | shelf_depth = -100. |
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| 30 | harbour_depth = -10. |
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| 31 | if harbour_depth > shelf_depth: print 'WARNING: depths not consistent' |
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| 32 | #------------------------------------------------------------------------------ |
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| 33 | # Setup computational domain |
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| 34 | #------------------------------------------------------------------------------ |
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| 35 | |
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[3275] | 36 | east = 10000.+harbour_length+shelf_length+bottom_length |
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| 37 | west = 0. |
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[3248] | 38 | south = 0. |
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| 39 | north = 5000. |
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[3224] | 40 | polygon = [[east,north],[west,north],[west,south],[east,south]] |
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| 41 | meshname = 'harbour_test.msh' |
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| 42 | |
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| 43 | create_mesh_from_regions(polygon, |
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| 44 | boundary_tags={'top': [0], |
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| 45 | 'left': [1], |
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| 46 | 'bottom': [2], |
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| 47 | 'right': [3]}, |
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| 48 | maximum_triangle_area=50000, |
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| 49 | filename=meshname) |
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| 50 | #interior_regions=interior_regions) |
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| 51 | |
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| 52 | domain = Domain(meshname,use_cache=True,verbose = True) |
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[3247] | 53 | domain.set_name('harbour') # Output to harbour.sww |
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[3224] | 54 | domain.set_datadir('.') # Use current directory for output |
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| 55 | domain.set_quantities_to_be_stored(['stage',# Store all conserved quantities |
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| 56 | 'xmomentum', |
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| 57 | 'ymomentum']) |
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| 58 | |
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| 59 | |
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| 60 | #------------------------------------------------------------------------------ |
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| 61 | # Setup initial conditions |
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| 62 | #------------------------------------------------------------------------------ |
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| 63 | # if can't do this, then can set up x = arange(west,east,xstep) |
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| 64 | # and y = arange(south,north,ystep) and use Geospatial data to set elevation |
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| 65 | |
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| 66 | def topography(x,y): |
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| 67 | from Numeric import zeros, Float |
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| 68 | z = zeros(len(x),len(y),Float) |
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| 69 | ycentre = (south+north)/2. |
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| 70 | ycentreup = ycentre+harbour_width/2. |
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| 71 | ycentredown = ycentre-harbour_width/2. |
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| 72 | for i, xi in enumerate(x): |
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| 73 | for j, yi in enumerate(y): |
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| 74 | if xi >= centre: z[i,j] = shelf_depth |
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| 75 | if xi > west and xi <= centre-harbour_length: |
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| 76 | if yi < ycentredown: z[i,j] = 0.0 |
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| 77 | if yi > ycentreup: z[i,j] = 0.0 |
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[3247] | 78 | if yi > ycentredown and yi < ycentreup: z[i,j] = harbour_depth |
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| 79 | if xi > centre-harbour_length and xi < centre: z[i,j] = harbour_depth |
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[3224] | 80 | return z |
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| 81 | |
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| 82 | domain.set_quantity('elevation', topography) # Use function for elevation |
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| 83 | domain.set_quantity('friction', 0. ) # Constant friction |
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| 84 | domain.set_quantity('stage', 0.0) # Constant initial stage |
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| 85 | |
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| 86 | #------------------------------------------------------------------------------ |
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| 87 | # Setup boundary conditions |
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| 88 | #------------------------------------------------------------------------------ |
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| 89 | |
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| 90 | from math import sin, pi |
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| 91 | Br = Reflective_boundary(domain) # Solid reflective wall |
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| 92 | Bt = Transmissive_boundary(domain) # Continue all values on boundary |
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| 93 | Bd = Dirichlet_boundary([0.,0.,0.]) # Constant boundary values |
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| 94 | Bw = Time_boundary(domain=domain, # Time dependent boundary |
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| 95 | f=lambda t: [((10<t<20)*waveheight), 0.0, 0.0]) |
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| 96 | |
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| 97 | # Associate boundary tags with boundary objects |
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| 98 | domain.set_boundary({'left': Br, 'right': Bw, 'top': Br, 'bottom': Br}) |
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| 99 | |
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| 100 | #------------------------------------------------------------------------------ |
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| 101 | # Evolve system through time |
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| 102 | #------------------------------------------------------------------------------ |
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| 103 | |
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| 104 | stagestep = [] |
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| 105 | for t in domain.evolve(yieldstep = 10, finaltime = 100.0): |
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| 106 | domain.write_time() |
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| 107 | |
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[3247] | 108 | #----------------------------------------------------------------------------- |
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| 109 | # Interrogate solution |
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| 110 | #----------------------------------------------------------------------------- |
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| 111 | |
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[3224] | 112 | # Gauge line |
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| 113 | def gauge_line(west,east,north,south): |
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| 114 | from Numeric import arange |
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[3248] | 115 | gaugex = arange(east,west,-1000.) |
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[3224] | 116 | gauges = [] |
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[3248] | 117 | gaugey = [] |
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[3224] | 118 | for x in gaugex: |
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| 119 | y = (north+south)/2. |
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[3248] | 120 | gaugey.append(y) |
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[3224] | 121 | gauges.append([x,y]) |
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[3248] | 122 | return gauges, gaugex, gaugey |
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[3224] | 123 | |
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[3248] | 124 | gauges, gaugex, gaugey = gauge_line(west,east,north,south) |
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[3224] | 125 | |
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[3247] | 126 | from pyvolution.util import file_function |
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| 127 | |
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| 128 | f = file_function('harbour.sww', |
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| 129 | quantities = ['stage', 'elevation', 'xmomentum', 'ymomentum'], |
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| 130 | interpolation_points = gauges, |
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| 131 | verbose = True, |
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| 132 | use_cache = True) |
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| 133 | |
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[3248] | 134 | from pylab import plot, xlabel, ylabel, title, ion, close, savefig, figure |
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| 135 | ion() |
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| 136 | |
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| 137 | maxw = [] |
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| 138 | minw = [] |
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| 139 | maxd = [] |
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| 140 | count = 0 |
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[3224] | 141 | for k, g in enumerate(gauges): |
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[3248] | 142 | stage = [] |
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| 143 | elevation = [] |
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| 144 | depths = [] |
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[3224] | 145 | for i, t in enumerate(f.get_time()): |
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[3247] | 146 | w = f(t, point_id = k)[0] |
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[3248] | 147 | elev = f(t, point_id = k)[1] |
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| 148 | depth = w-elev |
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| 149 | stage.append(w) |
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| 150 | elevation.append(elev) |
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| 151 | depths.append(elev) |
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| 152 | maxw.append(max(stage)) |
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| 153 | minw.append(min(stage)) |
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| 154 | maxd.append(max(depths)) |
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[3224] | 155 | |
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[3248] | 156 | filename = 'point'+str(waveheight)+'.csv' |
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| 157 | fid = open(filename,'w') |
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| 158 | s = 'Waveheight,\n' |
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| 159 | fid.write(s) |
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| 160 | |
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| 161 | figure(1) |
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| 162 | plot(gaugex[:loc],maxw[:loc],'g-') |
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[3224] | 163 | xlabel('x') |
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| 164 | ylabel('stage') |
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| 165 | title('Maximum stage for gauge line') |
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[3248] | 166 | savefig('max_stage') |
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| 167 | |
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[3247] | 168 | close('all') |
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