# source:trunk/anuga_core/source/anuga/structures/testing_culvert.py@8007

Last change on this file since 8007 was 8007, checked in by habili, 12 years ago

Code refactored into boyd_box_operator, boyd_pipe_operator and structure_operator.

File size: 5.1 KB
Line
1import os.path
2import sys
3
4from anuga.utilities.system_tools import get_pathname_from_package
5from anuga.geometry.polygon_function import Polygon_function
6
7from anuga.abstract_2d_finite_volumes.mesh_factory import rectangular_cross
8from anuga.abstract_2d_finite_volumes.quantity import Quantity
9
10import anuga
11
12from anuga.structures.boyd_pipe_operator import Boyd_pipe_operator
13
14#from anuga.culvert_flows.culvert_routines import boyd_generalised_culvert_model
15
16from math import pi, pow, sqrt
17
18import numpy as num
19
20
21
22
23
24"""test_that_culvert_runs_rating
25
26This test exercises the culvert and checks values outside rating curve
27are dealt with
28"""
29
30path = get_pathname_from_package('anuga.culvert_flows')
31
32length = 40.
33width = 15.
34
35dx = dy = 0.5          # Resolution: Length of subdivisions on both axes
36
37points, vertices, boundary = rectangular_cross(int(length/dx),
38                                               int(width/dy),
39                                               len1=length,
40                                               len2=width)
41domain = anuga.Domain(points, vertices, boundary)
42domain.set_name('Test_culvert')                 # Output name
43domain.set_default_order(2)
44#domain.set_beta(1.5)
45
46
47#----------------------------------------------------------------------
48# Setup initial conditions
49#----------------------------------------------------------------------
50
51def topography(x, y):
52    """Set up a weir
53
54    A culvert will connect either side
55    """
56    # General Slope of Topography
57    z=-x/1000
58
59    N = len(x)
60    for i in range(N):
61
62       # Sloping Embankment Across Channel
63        if 5.0 < x[i] < 10.1:
64            # Cut Out Segment for Culvert face
65            if  1.0+(x[i]-5.0)/5.0 <  y[i]  < 4.0 - (x[i]-5.0)/5.0:
66               z[i]=z[i]
67            else:
68               z[i] +=  0.5*(x[i] -5.0)    # Sloping Segment  U/S Face
69        if 10.0 < x[i] < 12.1:
70           z[i] +=  2.5                    # Flat Crest of Embankment
71        if 12.0 < x[i] < 14.5:
72            # Cut Out Segment for Culvert face
73            if  2.0-(x[i]-12.0)/2.5 <  y[i]  < 3.0 + (x[i]-12.0)/2.5:
74               z[i]=z[i]
75            else:
76               z[i] +=  2.5-1.0*(x[i] -12.0) # Sloping D/S Face
77
78
79    return z
80
81
82domain.set_quantity('elevation', topography)
83domain.set_quantity('friction', 0.01)         # Constant friction
84domain.set_quantity('stage',
85                    expression='elevation')   # Dry initial condition
86
87filename=os.path.join(path, 'example_rating_curve.csv')
88
89
90
91Boyd_pipe_operator(domain,
92                            end_point0=[9.0, 2.5],
93                            end_point1=[13.0, 2.5],
94                            losses=1.5,
95                            diameter=1.5,
96                            apron=5.0,
97                            use_momentum_jet=True,
99                            manning=0.013,
100                            verbose=False)
101
102
103#culvert2 = Generic_box_culvert(domain,
104#                              end_point0=[19.0, 2.5],
105#                              end_point1=[25.0, 2.5],
106#                              width=1.00,
107#                              verbose=False)
108
109
110
111
112#print domain.fractional_step_operators
113
114#domain.apply_fractional_steps()
115
116##-----------------------------------------------------------------------
117## Setup boundary conditions
118##-----------------------------------------------------------------------
119
120## Inflow based on Flow Depth and Approaching Momentum
121Bi = anuga.Dirichlet_boundary([2.0, 0.0, 0.0])
122Br = anuga.Reflective_boundary(domain)              # Solid reflective wall
123#Bo = anuga.Dirichlet_boundary([-5, 0, 0])           # Outflow
124
125## Upstream and downstream conditions that will exceed the rating curve
126## I.e produce delta_h outside the range [0, 10] specified in the the
127## file example_rating_curve.csv
128#Btus = anuga.Time_boundary(domain, \
129            #lambda t: [100*num.sin(2*pi*(t-4)/10), 0.0, 0.0])
130#Btds = anuga.Time_boundary(domain, \
131            #lambda t: [-5*(num.cos(2*pi*(t-4)/20)), 0.0, 0.0])
132#domain.set_boundary({'left': Btus, 'right': Btds, 'top': Br, 'bottom': Br})
133domain.set_boundary({'left': Bi, 'right': Br, 'top': Br, 'bottom': Br})
134
135
136##-----------------------------------------------------------------------
137## Evolve system through time
138##-----------------------------------------------------------------------
139
140#min_delta_w = sys.maxint
141#max_delta_w = -min_delta_w
142for t in domain.evolve(yieldstep = 1.0, finaltime = 200):
143    domain.write_time()
144
145    if domain.get_time() > 150.5 and domain.get_time() < 151.5 :
146        Bi = anuga.Dirichlet_boundary([0.0, 0.0, 0.0])
147        domain.set_boundary({'left': Bi, 'right': Br, 'top': Br, 'bottom': Br})
148
149    #delta_w = culvert.inlet.stage - culvert.outlet.stage
150
151    #if delta_w > max_delta_w: max_delta_w = delta_w
152    #if delta_w < min_delta_w: min_delta_w = delta_w
153
154    pass
155
156## Check that extreme values in rating curve have been exceeded
157## so that we know that condition has been exercised
158#assert min_delta_w < 0
159#assert max_delta_w > 10
160
161
162#os.remove('Test_culvert.sww')
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