1 | import os |
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2 | from math import sqrt, pi, sin, cos |
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3 | from shallow_water_vel_domain import * |
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4 | from numpy import allclose, array, zeros, ones, numpy.float, take, sqrt |
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5 | from config import g, epsilon |
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6 | |
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7 | def analytic_cannal(C,t): |
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8 | N = len(C) |
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9 | u = zeros(N,numpy.float) ## water velocity |
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10 | h = zeros(N,numpy.float) ## water depth |
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11 | x = C |
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12 | g = 9.81 |
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13 | ## Define Basin Bathymetry |
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14 | z_b = zeros(N,numpy.float) ## elevation of basin |
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15 | z = zeros(N,numpy.float) ## elevation of water surface |
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16 | z_infty = 10.0 ## max equilibrium water depth at lowest point. |
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17 | L_x = 2500.0 ## width of channel |
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18 | A0 = 0.5*L_x ## determines amplitudes of oscillations |
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19 | omega = sqrt(2*g*z_infty)/L_x ## angular frequency of osccilation |
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20 | for i in range(N): |
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21 | z_b[i] = z_infty*(x[i]**2/L_x**2) |
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22 | u[i] = -A0*omega*sin(omega*t) |
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23 | z[i] = z_infty+2*A0*z_infty/L_x*cos(omega*t)*(x[i]/L_x-0.5*A0/(L_x)*cos(omega*t)) |
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24 | h = z-z_b |
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25 | T = 2.0*pi/omega |
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26 | return u,h,z,z_b, T |
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27 | |
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28 | |
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29 | L_x = 2500.0 # Length of channel (m) |
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30 | N = 400 # Number of compuational cells |
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31 | cell_len = 4*L_x/N # Origin = 0.0 |
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32 | |
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33 | points = zeros(N+1,numpy.float) |
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34 | for i in range(N+1): |
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35 | points[i] = -2*L_x +i*cell_len |
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36 | |
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37 | def stage(x): |
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38 | z_infty = 10.0 ## max equilibrium water depth at lowest point. |
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39 | L_x = 2500.0 ## width of channel |
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40 | A0 = 0.5*L_x ## determines amplitudes of oscillations |
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41 | omega = sqrt(2*g*z_infty)/L_x ## angular frequency of osccilation |
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42 | t=0.0 |
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43 | y = zeros(len(x),numpy.float) |
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44 | for i in range(len(x)): |
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45 | y[i] = z_infty+2*A0*z_infty/L_x*cos(omega*t)*(x[i]/L_x-0.5*A0/(L_x)*cos(omega*t)) |
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46 | #y[i] = 12.0 |
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47 | return y |
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48 | |
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49 | def elevation(x): |
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50 | N = len(x) |
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51 | z_infty = 10.0 |
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52 | z = zeros(N,numpy.float) |
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53 | L_x = 2500.0 |
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54 | A0 = 0.5*L_x |
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55 | omega = sqrt(2*g*z_infty)/L_x |
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56 | for i in range(N): |
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57 | z[i] = z_infty*(x[i]**2/L_x**2) |
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58 | return z |
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59 | |
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60 | def height(x): |
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61 | z_infty = 10.0 ## max equilibrium water depth at lowest point. |
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62 | L_x = 2500.0 ## width of channel |
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63 | A0 = 0.5*L_x ## determines amplitudes of oscillations |
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64 | omega = sqrt(2*g*z_infty)/L_x ## angular frequency of osccilation |
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65 | t=0.0 |
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66 | y = zeros(len(x),numpy.float) |
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67 | for i in range(len(x)): |
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68 | y[i] = max(z_infty+2*A0*z_infty/L_x*cos(omega*t)*(x[i]/L_x-0.5*A0/(L_x)*cos(omega*t))-z_infty*(x[i]**2/L_x**2),0.0) |
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69 | return y |
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70 | |
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71 | domain = Domain(points) |
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72 | domain.order = 2 |
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73 | domain.set_timestepping_method('euler') |
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74 | domain.set_CFL(1.0) |
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75 | domain.beta = 1.0 |
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76 | domain.set_limiter("vanleer") |
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77 | |
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78 | |
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79 | domain.set_quantity('stage', stage) |
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80 | domain.set_quantity('elevation',elevation) |
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81 | domain.set_boundary({'exterior': Reflective_boundary(domain)}) |
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82 | |
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83 | X = domain.vertices |
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84 | u,h,z,z_b,T = analytic_cannal(X.flat,domain.time) |
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85 | print 'T = ',T |
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86 | |
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87 | yieldstep = finaltime = 10.0 #T/2.0 |
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88 | StageQ = domain.quantities['stage'].vertex_values |
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89 | XmomQ = domain.quantities['xmomentum'].vertex_values |
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90 | |
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91 | import time |
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92 | t0 = time.time() |
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93 | for t in domain.evolve(yieldstep = yieldstep, finaltime = finaltime): |
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94 | domain.write_time() |
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95 | print "integral", domain.quantities['stage'].get_integral() |
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96 | if t>0.0: |
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97 | |
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98 | x = X.flat |
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99 | print 'domain.time=',domain.time |
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100 | |
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101 | w_V = domain.quantities['stage'].vertex_values.flat |
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102 | uh_V = domain.quantities['xmomentum'].vertex_values.flat |
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103 | u_V = domain.quantities['velocity'].vertex_values.flat |
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104 | h_V = domain.quantities['height'].vertex_values.flat |
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105 | |
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106 | u,h,z,z_b,T = analytic_cannal(x,domain.time) |
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107 | w = z |
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108 | for k in range(len(h)): |
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109 | if h[k] < 0.0: |
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110 | h[k] = 0.0 |
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111 | w[k] = z_b[k] |
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112 | |
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113 | from pylab import plot,title,xlabel,ylabel,legend,savefig,show,hold,subplot |
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114 | hold(False) |
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115 | |
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116 | #print 'size X',X.shape |
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117 | #print 'size w',w.shape |
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118 | signh = (h_V>0) |
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119 | |
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120 | plot1 = subplot(311) |
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121 | #plot(x,w, x,w_V, x,z_b) |
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122 | plot(x,signh) |
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123 | plot1.set_xlim([-6000,6000]) |
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124 | xlabel('Position') |
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125 | ylabel('Stage') |
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126 | legend(('Analytic Solution', 'numpyal Solution', 'Bed'), |
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127 | 'upper center', shadow=True) |
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128 | |
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129 | |
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130 | plot2 = subplot(312) |
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131 | plot(x,u*h,x,uh_V) |
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132 | #plot2.set_ylim([-1,25]) |
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133 | xlabel('Position') |
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134 | ylabel('Xmomentum') |
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135 | |
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136 | print u_V |
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137 | |
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138 | plot3 = subplot(313) |
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139 | plot(x,u, x,u_V) |
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140 | #plot2.set_ylim([-1,25]) |
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141 | xlabel('Position') |
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142 | ylabel('Velocity') |
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143 | show() |
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144 | raw_input("Press the return key!") |
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