| 1 | #!/usr/bin/env python |
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| 2 | |
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| 3 | |
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| 4 | import unittest |
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| 5 | import os.path |
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| 6 | import sys |
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| 7 | |
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| 8 | from anuga.utilities.system_tools import get_pathname_from_package |
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| 9 | from anuga.structures.boyd_box_operator import Boyd_box_operator |
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| 10 | from anuga.abstract_2d_finite_volumes.mesh_factory import rectangular_cross |
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| 11 | from anuga.shallow_water.shallow_water_domain import Domain |
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| 12 | from anuga.shallow_water.forcing import Rainfall, Inflow |
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| 13 | import numpy |
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| 14 | |
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| 15 | |
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| 16 | class Test_boyd_box_operator(unittest.TestCase): |
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| 17 | """ |
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| 18 | Test the boyd box operator, in particular the discharge_routine! |
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| 19 | """ |
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| 20 | |
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| 21 | def setUp(self): |
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| 22 | pass |
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| 23 | |
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| 24 | def tearDown(self): |
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| 25 | pass |
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| 26 | |
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| 27 | |
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| 28 | def test_boyd_non_skew(self): |
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| 29 | """test_boyd_non_skew |
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| 30 | |
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| 31 | This tests the Boyd routine with data obtained from culvertw application 1.1 by IceMindserer BD Parkinson, |
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| 32 | calculation code by MJ Boyd |
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| 33 | """ |
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| 34 | |
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| 35 | stage_0 = 11.0 |
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| 36 | stage_1 = 10.0 |
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| 37 | elevation_0 = 10.0 |
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| 38 | elevation_1 = 10.0 |
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| 39 | |
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| 40 | culvert_length = 20.0 |
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| 41 | culvert_width = 3.66 |
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| 42 | culvert_height = 3.66 |
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| 43 | culvert_losses = {'inlet':0.5, 'outlet':1.0, 'bend':0.0, 'grate':0.0, 'pier': 0.0, 'other': 0.0} |
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| 44 | culvert_mannings = 0.013 |
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| 45 | |
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| 46 | culvert_apron = 0.0 |
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| 47 | enquiry_gap = 10.0 |
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| 48 | |
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| 49 | expected_Q = 4.55 |
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| 50 | expected_v = 2.3 |
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| 51 | expected_d = 0.54 |
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| 52 | |
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| 53 | |
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| 54 | # Probably no need to change below here |
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| 55 | |
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| 56 | domain_length = 200. #x-Dir |
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| 57 | domain_width = 200. #y-dir |
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| 58 | dx = dy = 5.0 # Resolution: Length of subdivisions on both axes |
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| 59 | |
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| 60 | |
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| 61 | points, vertices, boundary = rectangular_cross(int(domain_length/dx), int(domain_width/dy), |
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| 62 | len1=domain_length, len2=domain_width) |
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| 63 | domain = Domain(points, vertices, boundary) |
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| 64 | domain.set_name('Test_Outlet_Inlet') # Output name |
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| 65 | domain.set_default_order(2) |
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| 66 | domain.H0 = 0.01 |
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| 67 | domain.tight_slope_limiters = 1 |
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| 68 | |
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| 69 | print 'Size', len(domain) |
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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 | def elevation(x, y): |
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| 76 | """Set up a elevation |
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| 77 | """ |
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| 78 | |
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| 79 | z = numpy.zeros(x.shape,dtype='d') |
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| 80 | z[:] = elevation_0 |
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| 81 | |
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| 82 | numpy.putmask(z, x > domain_length/2, elevation_1) |
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| 83 | |
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| 84 | return z |
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| 85 | |
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| 86 | def stage(x,y): |
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| 87 | """Set up stage |
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| 88 | """ |
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| 89 | z = numpy.zeros(x.shape,dtype='d') |
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| 90 | z[:] = stage_0 |
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| 91 | |
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| 92 | numpy.putmask(z, x > domain_length/2, stage_1) |
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| 93 | |
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| 94 | return z |
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| 95 | |
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| 96 | print 'Setting Quantities....' |
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| 97 | domain.set_quantity('elevation', elevation) # Use function for elevation |
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| 98 | domain.set_quantity('stage', stage) # Use function for elevation |
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| 99 | |
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| 100 | |
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| 101 | print 'Defining Structures' |
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| 102 | |
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| 103 | ep0 = numpy.array([domain_length/2-culvert_length/2, 100.0]) |
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| 104 | ep1 = numpy.array([domain_length/2+culvert_length/2, 100.0]) |
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| 105 | |
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| 106 | |
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| 107 | culvert = Boyd_box_operator(domain, |
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| 108 | losses=culvert_losses, |
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| 109 | width=culvert_width, |
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| 110 | end_points=[ep0, ep1], |
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| 111 | height=culvert_height, |
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| 112 | apron=culvert_apron, |
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| 113 | enquiry_gap=enquiry_gap, |
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| 114 | use_momentum_jet=False, |
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| 115 | use_velocity_head=False, |
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| 116 | manning=culvert_mannings, |
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| 117 | label='3.6x3.6RCBC', |
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| 118 | verbose=False) |
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| 119 | |
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| 120 | culvert.determine_inflow_outflow() |
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| 121 | |
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| 122 | ( Q, v, d ) = culvert.discharge_routine() |
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| 123 | |
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| 124 | print 'test_boyd_non_skew' |
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| 125 | print 'Q: ', Q, 'expected_Q: ', expected_Q |
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| 126 | |
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| 127 | |
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| 128 | assert numpy.allclose(Q, expected_Q, rtol=1.0e-2) #inflow |
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| 129 | assert numpy.allclose(v, expected_v, rtol=1.0e-2) #outflow velocity |
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| 130 | assert numpy.allclose(d, expected_d, rtol=1.0e-2) #depth at outlet used to calc v |
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| 131 | |
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| 132 | |
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| 133 | def test_boyd_skew(self): |
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| 134 | """test_boyd_skew |
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| 135 | |
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| 136 | This tests the Boyd routine with data obtained from culvertw application 1.1 by IceMindserer BD Parkinson, |
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| 137 | calculation code by MJ Boyd |
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| 138 | """ |
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| 139 | |
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| 140 | stage_0 = 11.0 |
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| 141 | stage_1 = 10.0 |
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| 142 | elevation_0 = 10.0 |
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| 143 | elevation_1 = 10.0 |
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| 144 | |
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| 145 | culvert_length = 20.0 |
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| 146 | culvert_width = 3.66 |
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| 147 | culvert_height = 3.66 |
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| 148 | culvert_losses = {'inlet':0.5, 'outlet':1.0, 'bend':0.0, 'grate':0.0, 'pier': 0.0, 'other': 0.0} |
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| 149 | culvert_mannings = 0.013 |
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| 150 | |
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| 151 | culvert_apron = 0.0 |
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| 152 | enquiry_gap = 10.0 |
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| 153 | |
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| 154 | expected_Q = 4.55 |
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| 155 | expected_v = 2.3 |
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| 156 | expected_d = 0.54 |
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| 157 | |
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| 158 | |
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| 159 | # Probably no need to change below here |
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| 160 | |
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| 161 | domain_length = 200. #x-Dir |
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| 162 | domain_width = 200. #y-dir |
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| 163 | dx = dy = 5.0 # Resolution: Length of subdivisions on both axes |
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| 164 | |
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| 165 | |
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| 166 | points, vertices, boundary = rectangular_cross(int(domain_length/dx), int(domain_width/dy), |
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| 167 | len1=domain_length, len2=domain_width) |
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| 168 | domain = Domain(points, vertices, boundary) |
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| 169 | domain.set_name('Test_Outlet_Inlet') # Output name |
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| 170 | domain.set_default_order(2) |
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| 171 | domain.H0 = 0.01 |
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| 172 | domain.tight_slope_limiters = 1 |
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| 173 | |
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| 174 | print 'Size', len(domain) |
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| 175 | |
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| 176 | #------------------------------------------------------------------------------ |
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| 177 | # Setup initial conditions |
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| 178 | #------------------------------------------------------------------------------ |
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| 179 | |
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| 180 | def elevation(x, y): |
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| 181 | """Set up a elevation |
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| 182 | """ |
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| 183 | |
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| 184 | z = numpy.zeros(x.shape,dtype='d') |
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| 185 | z[:] = elevation_0 |
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| 186 | |
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| 187 | numpy.putmask(z, x > domain_length/2, elevation_1) |
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| 188 | |
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| 189 | return z |
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| 190 | |
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| 191 | def stage(x,y): |
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| 192 | """Set up stage |
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| 193 | """ |
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| 194 | z = numpy.zeros(x.shape,dtype='d') |
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| 195 | z[:] = stage_0 |
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| 196 | |
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| 197 | numpy.putmask(z, x > domain_length/2, stage_1) |
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| 198 | |
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| 199 | return z |
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| 200 | |
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| 201 | print 'Setting Quantities....' |
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| 202 | domain.set_quantity('elevation', elevation) # Use function for elevation |
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| 203 | domain.set_quantity('stage', stage) # Use function for elevation |
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| 204 | |
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| 205 | |
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| 206 | print 'Defining Structures' |
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| 207 | |
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| 208 | a = domain_length/2 - culvert_length/2 |
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| 209 | b = domain_length/2 + culvert_length/2 |
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| 210 | |
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| 211 | el0 = numpy.array([[a, 100.0 - culvert_width/2], [a, 100.0 + culvert_width/2]]) |
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| 212 | el1 = numpy.array([[b, 100.0 - culvert_width/2], [b, 100.0 + culvert_width/2]]) |
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| 213 | |
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| 214 | culvert = Boyd_box_operator(domain, |
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| 215 | losses=culvert_losses, |
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| 216 | width=culvert_width, |
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| 217 | exchange_lines=[el0, el1], |
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| 218 | height=culvert_height, |
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| 219 | apron=culvert_apron, |
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| 220 | enquiry_gap=enquiry_gap, |
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| 221 | use_momentum_jet=False, |
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| 222 | use_velocity_head=False, |
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| 223 | manning=culvert_mannings, |
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| 224 | label='3.6x3.6RCBC', |
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| 225 | verbose=False) |
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| 226 | |
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| 227 | culvert.determine_inflow_outflow() |
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| 228 | |
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| 229 | ( Q, v, d ) = culvert.discharge_routine() |
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| 230 | |
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| 231 | print 'test_boyd_skew' |
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| 232 | print 'Q: ', Q, 'expected_Q: ', expected_Q |
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| 233 | |
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| 234 | assert numpy.allclose(Q, expected_Q, rtol=1.0e-2) #inflow |
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| 235 | assert numpy.allclose(v, expected_v, rtol=1.0e-2) #outflow velocity |
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| 236 | assert numpy.allclose(d, expected_d, rtol=1.0e-2) #depth at outlet used to calc v |
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| 237 | |
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| 238 | |
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| 239 | def test_boyd_non_skew_enquiry_points(self): |
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| 240 | """test_boyd_skew_enquiry_points |
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| 241 | |
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| 242 | This tests the Boyd routine with data obtained from culvertw application 1.1 by IceMindserer BD Parkinson, |
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| 243 | calculation code by MJ Boyd |
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| 244 | """ |
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| 245 | |
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| 246 | stage_0 = 11.0 |
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| 247 | stage_1 = 10.0 |
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| 248 | elevation_0 = 10.0 |
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| 249 | elevation_1 = 10.0 |
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| 250 | |
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| 251 | culvert_length = 20.0 |
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| 252 | culvert_width = 3.66 |
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| 253 | culvert_height = 3.66 |
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| 254 | culvert_losses = {'inlet':0.5, 'outlet':1.0, 'bend':0.0, 'grate':0.0, 'pier': 0.0, 'other': 0.0} |
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| 255 | culvert_mannings = 0.013 |
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| 256 | |
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| 257 | culvert_apron = 0.0 |
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| 258 | enquiry_gap = 10.0 |
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| 259 | |
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| 260 | expected_Q = 4.55 |
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| 261 | expected_v = 2.3 |
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| 262 | expected_d = 0.54 |
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| 263 | |
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| 264 | |
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| 265 | # Probably no need to change below here |
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| 266 | |
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| 267 | domain_length = 200. #x-Dir |
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| 268 | domain_width = 200. #y-dir |
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| 269 | dx = dy = 5.0 # Resolution: Length of subdivisions on both axes |
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| 270 | |
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| 271 | |
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| 272 | points, vertices, boundary = rectangular_cross(int(domain_length/dx), int(domain_width/dy), |
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| 273 | len1=domain_length, len2=domain_width) |
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| 274 | domain = Domain(points, vertices, boundary) |
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| 275 | domain.set_name('Test_Outlet_Inlet') # Output name |
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| 276 | domain.set_default_order(2) |
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| 277 | domain.H0 = 0.01 |
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| 278 | domain.tight_slope_limiters = 1 |
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| 279 | |
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| 280 | print 'Size', len(domain) |
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| 281 | |
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| 282 | #------------------------------------------------------------------------------ |
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| 283 | # Setup initial conditions |
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| 284 | #------------------------------------------------------------------------------ |
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| 285 | |
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| 286 | def elevation(x, y): |
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| 287 | """Set up a elevation |
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| 288 | """ |
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| 289 | |
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| 290 | z = numpy.zeros(x.shape,dtype='d') |
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| 291 | z[:] = elevation_0 |
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| 292 | |
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| 293 | numpy.putmask(z, x > domain_length/2, elevation_1) |
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| 294 | |
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| 295 | return z |
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| 296 | |
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| 297 | def stage(x,y): |
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| 298 | """Set up stage |
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| 299 | """ |
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| 300 | z = numpy.zeros(x.shape,dtype='d') |
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| 301 | z[:] = stage_0 |
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| 302 | |
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| 303 | numpy.putmask(z, x > domain_length/2, stage_1) |
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| 304 | |
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| 305 | return z |
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| 306 | |
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| 307 | print 'Setting Quantities....' |
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| 308 | domain.set_quantity('elevation', elevation) # Use function for elevation |
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| 309 | domain.set_quantity('stage', stage) # Use function for elevation |
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| 310 | |
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| 311 | |
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| 312 | print 'Defining Structures' |
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| 313 | |
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| 314 | a = domain_length/2 - culvert_length/2 |
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| 315 | b = domain_length/2 + culvert_length/2 |
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| 316 | |
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| 317 | el0 = numpy.array([[a, 100.0 - culvert_width/2], [a, 100.0 + culvert_width/2]]) |
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| 318 | el1 = numpy.array([[b, 100.0 - culvert_width/2], [b, 100.0 + culvert_width/2]]) |
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| 319 | |
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| 320 | enquiry_points = (numpy.array([85, 100]), numpy.array([115, 100])) |
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| 321 | |
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| 322 | culvert = Boyd_box_operator(domain, |
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| 323 | losses=culvert_losses, |
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| 324 | width=culvert_width, |
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| 325 | exchange_lines=[el0, el1], |
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| 326 | enquiry_points=enquiry_points, |
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| 327 | height=culvert_height, |
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| 328 | apron=culvert_apron, |
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| 329 | enquiry_gap=enquiry_gap, |
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| 330 | use_momentum_jet=False, |
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| 331 | use_velocity_head=False, |
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| 332 | manning=culvert_mannings, |
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| 333 | label='3.6x3.6RCBC', |
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| 334 | verbose=False) |
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| 335 | |
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| 336 | culvert.determine_inflow_outflow() |
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| 337 | |
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| 338 | ( Q, v, d ) = culvert.discharge_routine() |
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| 339 | |
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| 340 | print test_boyd_non_skew_enquiry_points |
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| 341 | print 'Q: ', Q, 'expected_Q: ', expected_Q |
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| 342 | |
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| 343 | assert numpy.allclose(Q, expected_Q, rtol=1.0e-2) #inflow |
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| 344 | assert numpy.allclose(v, expected_v, rtol=1.0e-2) #outflow velocity |
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| 345 | assert numpy.allclose(d, expected_d, rtol=1.0e-2) #depth at outlet used to calc v |
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| 346 | |
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| 347 | |
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| 348 | # ========================================================================= |
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| 349 | if __name__ == "__main__": |
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| 350 | suite = unittest.makeSuite(Test_boyd_box_operator, 'test') |
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| 351 | runner = unittest.TextTestRunner() |
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| 352 | runner.run(suite) |
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