[7976] | 1 | from anuga.geometry.polygon import inside_polygon, polygon_area |
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| 2 | from anuga.config import g |
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[7939] | 3 | import anuga.utilities.log as log |
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| 4 | |
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[7980] | 5 | from boyd_box_culvert import Boyd_box_culvert |
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| 6 | |
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[7977] | 7 | class Culvert_operator: |
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[7958] | 8 | """Culvert flow - transfer water from one rectangular box to another. |
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[7955] | 9 | Sets up the geometry of problem |
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[7939] | 10 | |
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[7955] | 11 | This is the base class for culverts. Inherit from this class (and overwrite |
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| 12 | compute_discharge method for specific subclasses) |
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[7939] | 13 | |
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| 14 | Input: Two points, pipe_size (either diameter or width, height), |
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| 15 | mannings_rougness, |
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[7985] | 16 | """ |
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[7939] | 17 | |
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| 18 | def __init__(self, |
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| 19 | domain, |
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[7978] | 20 | end_point0, |
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| 21 | end_point1, |
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| 22 | width, |
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[7939] | 23 | height=None, |
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[7984] | 24 | apron=None, |
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[7985] | 25 | manning=0.013, |
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[7984] | 26 | enquiry_gap=0.2, |
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[7939] | 27 | verbose=False): |
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| 28 | |
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[7958] | 29 | self.domain = domain |
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[7962] | 30 | self.domain.set_fractional_step_operator(self) |
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[7984] | 31 | self.end_points = [end_point0, end_point1] |
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[7958] | 32 | |
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[7955] | 33 | if height is None: |
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| 34 | height = width |
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[7939] | 35 | |
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[7984] | 36 | if apron is None: |
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| 37 | apron = width |
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| 38 | |
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| 39 | self.width = width |
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[7939] | 40 | self.height = height |
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[7984] | 41 | self.apron = apron |
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[7985] | 42 | self.manning = manning |
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[7984] | 43 | self.enquiry_gap = enquiry_gap |
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| 44 | self.verbose = verbose |
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[7955] | 45 | |
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[7984] | 46 | self.culvert = Boyd_box_culvert(self.domain, |
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| 47 | self.end_points, |
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| 48 | self.width, |
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| 49 | self.height, |
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| 50 | self.apron, |
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[7985] | 51 | self.manning, |
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[7984] | 52 | self.enquiry_gap, |
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| 53 | self.verbose) |
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| 54 | |
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[7980] | 55 | self.routine = self.culvert.routine |
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[7968] | 56 | |
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[7984] | 57 | self.inlets = self.culvert.get_inlets() |
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[7968] | 58 | |
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[7984] | 59 | if self.verbose: |
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| 60 | self.print_stats() |
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| 61 | |
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| 62 | |
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[7962] | 63 | def __call__(self): |
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| 64 | |
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| 65 | timestep = self.domain.get_timestep() |
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[7978] | 66 | |
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[7981] | 67 | Q, barrel_speed, outlet_depth = self.routine() |
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[7962] | 68 | |
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[7984] | 69 | |
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[7980] | 70 | inflow = self.routine.get_inflow() |
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| 71 | outflow = self.routine.get_outflow() |
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[7968] | 72 | |
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[7975] | 73 | |
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[7981] | 74 | old_inflow_height = inflow.get_average_height() |
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[7985] | 75 | old_inflow_xmom = inflow.get_average_xmom() |
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| 76 | old_inflow_ymom = inflow.get_average_ymom() |
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| 77 | |
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| 78 | if old_inflow_height > 0.0 : |
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| 79 | Qstar = Q/old_inflow_height |
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| 80 | else: |
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| 81 | Qstar = 0.0 |
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[7980] | 82 | |
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[7985] | 83 | factor = 1.0/(1.0 + Qstar*timestep/inflow.get_area()) |
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[7980] | 84 | |
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[7985] | 85 | |
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| 86 | |
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| 87 | new_inflow_height = old_inflow_height*factor |
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| 88 | new_inflow_xmom = old_inflow_xmom*factor |
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| 89 | new_inflow_ymom = old_inflow_ymom*factor |
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| 90 | |
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[7980] | 91 | |
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[7981] | 92 | inflow.set_heights(new_inflow_height) |
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[7984] | 93 | |
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| 94 | #inflow.set_xmoms(Q/inflow.get_area()) |
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| 95 | #inflow.set_ymoms(0.0) |
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| 96 | |
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| 97 | |
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[7981] | 98 | inflow.set_xmoms(new_inflow_xmom) |
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| 99 | inflow.set_ymoms(new_inflow_ymom) |
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[7980] | 100 | |
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[7984] | 101 | |
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| 102 | loss = (old_inflow_height - new_inflow_height)*inflow.get_area() |
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| 103 | |
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[7985] | 104 | |
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| 105 | # set outflow |
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| 106 | if old_inflow_height > 0.0 : |
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| 107 | timestep_star = timestep*new_inflow_height/old_inflow_height |
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| 108 | else: |
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[7984] | 109 | timestep_star = 0.0 |
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| 110 | |
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[7985] | 111 | |
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| 112 | outflow_extra_height = Q*timestep_star/outflow.get_area() |
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| 113 | outflow_direction = - outflow.outward_culvert_vector |
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| 114 | outflow_extra_momentum = outflow_extra_height*barrel_speed*outflow_direction |
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| 115 | |
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[7980] | 116 | |
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[7985] | 117 | gain = outflow_extra_height*outflow.get_area() |
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| 118 | |
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| 119 | #print Q, Q*timestep, barrel_speed, outlet_depth, Qstar, factor, timestep_star |
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| 120 | #print ' ', loss, gain |
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[7980] | 121 | |
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[7984] | 122 | |
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[7985] | 123 | new_outflow_height = outflow.get_average_height() + outflow_extra_height |
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| 124 | new_outflow_xmom = outflow.get_average_xmom() + outflow_extra_momentum[0] |
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| 125 | new_outflow_ymom = outflow.get_average_ymom() + outflow_extra_momentum[1] |
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[7984] | 126 | |
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[7985] | 127 | outflow.set_heights(new_outflow_height) |
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[7984] | 128 | |
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[7985] | 129 | outflow.set_xmoms(barrel_speed*new_outflow_height*outflow_direction[0]) |
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| 130 | outflow.set_ymoms(barrel_speed*new_outflow_height*outflow_direction[1]) |
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[7984] | 131 | |
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[7985] | 132 | #outflow.set_xmoms(new_outflow_xmom) |
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| 133 | #outflow.set_ymoms(new_outflow_ymom) |
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| 134 | |
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| 135 | #print ' outflow volume ',outflow.get_total_water_volume() |
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[7984] | 136 | |
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[7962] | 137 | def print_stats(self): |
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| 138 | |
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| 139 | print '=====================================' |
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| 140 | print 'Generic Culvert Operator' |
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| 141 | print '=====================================' |
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[7984] | 142 | |
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| 143 | print 'Culvert' |
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| 144 | print self.culvert |
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| 145 | |
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| 146 | print 'Culvert Routine' |
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| 147 | print self.routine |
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[7962] | 148 | |
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[7968] | 149 | for i, inlet in enumerate(self.inlets): |
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[7962] | 150 | print '-------------------------------------' |
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[7968] | 151 | print 'Inlet %i' % i |
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[7962] | 152 | print '-------------------------------------' |
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| 153 | |
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[7968] | 154 | print 'inlet triangle indices and centres' |
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[7980] | 155 | print inlet.triangle_indices |
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| 156 | print self.domain.get_centroid_coordinates()[inlet.triangle_indices] |
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[7962] | 157 | |
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[7968] | 158 | print 'polygon' |
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| 159 | print inlet.polygon |
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[7962] | 160 | |
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| 161 | print '=====================================' |
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| 162 | |
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[7939] | 163 | |
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[7957] | 164 | # FIXME(Ole): Write in C and reuse this function by similar code |
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| 165 | # in interpolate.py |
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| 166 | def interpolate_linearly(x, xvec, yvec): |
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| 167 | |
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| 168 | msg = 'Input to function interpolate_linearly could not be converted ' |
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| 169 | msg += 'to numerical scalar: x = %s' % str(x) |
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| 170 | try: |
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| 171 | x = float(x) |
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| 172 | except: |
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| 173 | raise Exception, msg |
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| 174 | |
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| 175 | |
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| 176 | # Check bounds |
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| 177 | if x < xvec[0]: |
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| 178 | msg = 'Value provided = %.2f, interpolation minimum = %.2f.'\ |
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| 179 | % (x, xvec[0]) |
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| 180 | raise Below_interval, msg |
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| 181 | |
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| 182 | if x > xvec[-1]: |
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| 183 | msg = 'Value provided = %.2f, interpolation maximum = %.2f.'\ |
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| 184 | %(x, xvec[-1]) |
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| 185 | raise Above_interval, msg |
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| 186 | |
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| 187 | |
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| 188 | # Find appropriate slot within bounds |
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| 189 | i = 0 |
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| 190 | while x > xvec[i]: i += 1 |
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| 191 | |
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| 192 | |
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| 193 | x0 = xvec[i-1] |
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| 194 | x1 = xvec[i] |
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| 195 | alpha = (x - x0)/(x1 - x0) |
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| 196 | |
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| 197 | y0 = yvec[i-1] |
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| 198 | y1 = yvec[i] |
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| 199 | y = alpha*y1 + (1-alpha)*y0 |
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| 200 | |
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| 201 | return y |
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| 202 | |
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| 203 | |
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| 204 | |
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| 205 | def read_culvert_description(culvert_description_filename): |
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| 206 | |
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| 207 | # Read description file |
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| 208 | fid = open(culvert_description_filename) |
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| 209 | |
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| 210 | read_rating_curve_data = False |
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| 211 | rating_curve = [] |
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| 212 | for i, line in enumerate(fid.readlines()): |
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| 213 | |
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| 214 | if read_rating_curve_data is True: |
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| 215 | fields = line.split(',') |
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| 216 | head_difference = float(fields[0].strip()) |
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| 217 | flow_rate = float(fields[1].strip()) |
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| 218 | barrel_velocity = float(fields[2].strip()) |
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| 219 | |
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| 220 | rating_curve.append([head_difference, flow_rate, barrel_velocity]) |
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| 221 | |
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| 222 | if i == 0: |
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| 223 | # Header |
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| 224 | continue |
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| 225 | if i == 1: |
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| 226 | # Metadata |
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| 227 | fields = line.split(',') |
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| 228 | label=fields[0].strip() |
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| 229 | type=fields[1].strip().lower() |
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| 230 | assert type in ['box', 'pipe'] |
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| 231 | |
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| 232 | width=float(fields[2].strip()) |
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| 233 | height=float(fields[3].strip()) |
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| 234 | length=float(fields[4].strip()) |
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| 235 | number_of_barrels=int(fields[5].strip()) |
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| 236 | #fields[6] refers to losses |
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| 237 | description=fields[7].strip() |
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| 238 | |
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| 239 | if line.strip() == '': continue # Skip blanks |
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| 240 | |
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| 241 | if line.startswith('Rating'): |
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| 242 | read_rating_curve_data = True |
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| 243 | # Flow data follows |
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| 244 | |
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| 245 | fid.close() |
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| 246 | |
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| 247 | return label, type, width, height, length, number_of_barrels, description, rating_curve |
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| 248 | |
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