1 | """Script for running a dam break simulation of UQ's dam break tank. |
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2 | |
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3 | |
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4 | Ole Nielsen and Duncan Gray, GA - 2006 |
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5 | """ |
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6 | |
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7 | |
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8 | #---------------------------------------------------------------------------- |
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9 | # Import necessary modules |
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10 | #---------------------------------------------------------------------------- |
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11 | |
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12 | # Standard modules |
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13 | import time |
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14 | import sys |
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15 | from shutil import copy |
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16 | from os import path |
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17 | |
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18 | # Related major packages |
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19 | from anuga.shallow_water import Domain, Reflective_boundary, \ |
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20 | Dirichlet_boundary, Time_boundary, File_boundary |
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21 | from anuga.abstract_2d_finite_volumes.region import Set_region |
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22 | from anuga.fit_interpolate.interpolate import interpolate_sww2csv, \ |
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23 | file_function |
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24 | from anuga.abstract_2d_finite_volumes.util import start_screen_catcher, \ |
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25 | copy_code_files |
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26 | from anuga.shallow_water.data_manager import csv2dict |
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27 | from numerical_tools import err # norm, corr, |
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28 | |
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29 | # Application specific imports |
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30 | import create_mesh |
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31 | import project |
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32 | def main(): |
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33 | |
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34 | slopes = [0] |
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35 | frictions = [0.01] #can enter multiple frictions eg [0.00, 0.01] |
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36 | inital_depths = [0.2] #can enter multiple initial depths eg [0.1, 0.2] |
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37 | gate_positions = [0.75] |
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38 | |
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39 | scenario(0, 0.01, 0.02, 0.75) |
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40 | |
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41 | |
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42 | def scenario(slope, friction, inital_depth, gate_position): |
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43 | |
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44 | #------------------------------------------------------------------------- |
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45 | # Create the triangular mesh |
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46 | #------------------------------------------------------------------------- |
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47 | |
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48 | create_mesh.generate(project.mesh_filename, |
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49 | gate_position, |
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50 | is_course=True) # this creates the mesh |
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51 | #is_course=False) # this creates the mesh |
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52 | |
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53 | head,tail = path.split(project.mesh_filename) |
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54 | #------------------------------------------------------------------------- |
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55 | # Setup computational domain |
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56 | #------------------------------------------------------------------------- |
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57 | domain = Domain(project.mesh_filename, use_cache = False, verbose = True) |
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58 | |
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59 | |
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60 | print 'Number of triangles = ', len(domain) |
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61 | print 'The extent is ', domain.get_extent() |
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62 | print domain.statistics() |
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63 | |
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64 | |
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65 | domain.set_name(project.basename) |
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66 | domain.set_datadir('.') |
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67 | domain.set_quantities_to_be_stored(['stage', 'xmomentum', 'ymomentum']) |
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68 | domain.set_minimum_storable_height(0.001) |
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69 | domain.set_store_vertices_uniquely(True) # for writting to sww |
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70 | |
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71 | #------------------------------------------------------------------------- |
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72 | # Setup initial conditions |
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73 | #------------------------------------------------------------------------- |
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74 | |
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75 | |
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76 | def elevation_tilt(x, y): |
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77 | return x*slope |
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78 | |
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79 | domain.set_quantity('stage', elevation_tilt) |
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80 | domain.set_quantity('friction', friction) |
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81 | domain.set_quantity('elevation',elevation_tilt) |
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82 | |
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83 | print 'Available boundary tags', domain.get_boundary_tags() |
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84 | domain.set_region('dam','stage',inital_depth, |
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85 | location = 'unique vertices') |
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86 | |
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87 | Br = Reflective_boundary(domain) |
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88 | Bd = Dirichlet_boundary([0,0,0]) # to drain the water out. |
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89 | domain.set_boundary( {'wall': Br, 'edge': Bd} ) |
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90 | |
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91 | #------------------------------------------------------------------------- |
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92 | # Evolve system through time |
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93 | #------------------------------------------------------------------------- |
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94 | t0 = time.time() |
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95 | |
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96 | for t in domain.evolve(yieldstep = 0.1, finaltime = 10): #enter timestep and final time |
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97 | domain.write_time() |
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98 | |
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99 | print 'That took %.2f seconds' %(time.time()-t0) |
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100 | print 'finished' |
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101 | |
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102 | # Load actual experimental results |
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103 | actual,title_index_dic = csv2dict(project.actual_filename) |
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104 | |
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105 | gauge_locations = [[0.4,0.2]] |
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106 | quantities = ['stage', 'elevation'] |
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107 | file_instance = file_function( project.basename +".sww", |
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108 | quantities = quantities, |
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109 | interpolation_points = gauge_locations, |
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110 | verbose = True, |
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111 | use_cache = False) |
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112 | # create a list of the simulated_depths at the actual data times. |
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113 | simulated_depths = [] |
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114 | for atime in actual['time']: |
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115 | quantities_slice = file_instance(float(atime), |
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116 | point_id=0) |
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117 | depth = quantities_slice[0] - quantities_slice[1] |
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118 | simulated_depths.append(depth) |
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119 | flume_depths = actual["0.4:0.2"] |
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120 | flume_depths = [float(i) for i in flume_depths] |
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121 | # calc the norm |
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122 | #print "map(None, simulated_depths, flume_depths)", \ |
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123 | # map(None, simulated_depths, flume_depths) |
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124 | normmax = 0 |
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125 | norm = err(simulated_depths, |
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126 | flume_depths, 2, relative = True) # 2nd norm (rel. RMS |
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127 | if norm > normmax: |
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128 | normmax = norm |
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129 | print norm |
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130 | print "norm", norm |
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131 | #------------------------------------------------------------- |
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132 | if __name__ == "__main__": |
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133 | main() |
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134 | |
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