source: trunk/anuga_core/source/anuga/structures/testing_culvert.py @ 7960

Last change on this file since 7960 was 7960, checked in by habili, 14 years ago

throw away code to test culvert_operator.py

File size: 4.3 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.culvert_operator import Generic_box_culvert
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 = 5.
34
35dx = dy = 1           # 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
45
46#----------------------------------------------------------------------
47# Setup initial conditions
48#----------------------------------------------------------------------
49
50def topography(x, y):
51    """Set up a weir
52   
53    A culvert will connect either side
54    """
55    # General Slope of Topography
56    z=-x/1000
57   
58    N = len(x)
59    for i in range(N):
60
61       # Sloping Embankment Across Channel
62        if 5.0 < x[i] < 10.1:
63            # Cut Out Segment for Culvert face               
64            if  1.0+(x[i]-5.0)/5.0 <  y[i]  < 4.0 - (x[i]-5.0)/5.0: 
65               z[i]=z[i]
66            else:
67               z[i] +=  0.5*(x[i] -5.0)    # Sloping Segment  U/S Face
68        if 10.0 < x[i] < 12.1:
69           z[i] +=  2.5                    # Flat Crest of Embankment
70        if 12.0 < x[i] < 14.5:
71            # Cut Out Segment for Culvert face               
72            if  2.0-(x[i]-12.0)/2.5 <  y[i]  < 3.0 + (x[i]-12.0)/2.5:
73               z[i]=z[i]
74            else:
75               z[i] +=  2.5-1.0*(x[i] -12.0) # Sloping D/S Face
76                   
77       
78    return z
79
80
81domain.set_quantity('elevation', topography) 
82domain.set_quantity('friction', 0.01)         # Constant friction
83domain.set_quantity('stage',
84                    expression='elevation')   # Dry initial condition
85
86filename=os.path.join(path, 'example_rating_curve.csv')
87culvert = Generic_box_culvert(domain,
88                              end_point0=[9.0, 2.5], 
89                              end_point1=[13.0, 2.5],
90                              width=1.00,
91                              verbose=False)
92
93#domain.forcing_terms.append(culvert)
94
95
96##-----------------------------------------------------------------------
97## Setup boundary conditions
98##-----------------------------------------------------------------------
99
100## Inflow based on Flow Depth and Approaching Momentum
101#Bi = anuga.Dirichlet_boundary([0.0, 0.0, 0.0])
102#Br = anuga.Reflective_boundary(domain)              # Solid reflective wall
103#Bo = anuga.Dirichlet_boundary([-5, 0, 0])           # Outflow
104
105## Upstream and downstream conditions that will exceed the rating curve
106## I.e produce delta_h outside the range [0, 10] specified in the the
107## file example_rating_curve.csv
108#Btus = anuga.Time_boundary(domain, \
109            #lambda t: [100*num.sin(2*pi*(t-4)/10), 0.0, 0.0])
110#Btds = anuga.Time_boundary(domain, \
111            #lambda t: [-5*(num.cos(2*pi*(t-4)/20)), 0.0, 0.0])
112#domain.set_boundary({'left': Btus, 'right': Btds, 'top': Br, 'bottom': Br})
113
114
115##-----------------------------------------------------------------------
116## Evolve system through time
117##-----------------------------------------------------------------------
118
119#min_delta_w = sys.maxint
120#max_delta_w = -min_delta_w
121#for t in domain.evolve(yieldstep = 1, finaltime = 25):
122    #delta_w = culvert.inlet.stage - culvert.outlet.stage
123   
124    #if delta_w > max_delta_w: max_delta_w = delta_w
125    #if delta_w < min_delta_w: min_delta_w = delta_w           
126   
127    #pass
128
129## Check that extreme values in rating curve have been exceeded
130## so that we know that condition has been exercised
131#assert min_delta_w < 0
132#assert max_delta_w > 10       
133
134
135#os.remove('Test_culvert.sww')
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