def main():
"""
initialize DEM
Get storm info
Generate hydrograph
"""
start_time = time.time()
dem_name = 'HalfFork.asc'
input_file = 'input_data.txt'
IT_FILE = os.path.join(os.path.dirname(__file__), input_file)
# Create and initialize a raster model grid by reading a DEM
DATA_FILE = os.path.join(os.path.dirname(__file__), dem_name)
print('Reading data from "' + str(DATA_FILE) + '"')
(rg, z) = read_esri_ascii(DATA_FILE)
nodata_val = -9999
# Modify the grid DEM to set all nodata nodes to inactive boundaries
rg.set_nodata_nodes_to_inactive(
z, nodata_val) # set nodata nodes to inactive bounds
print('DEM has ' + str(rg.number_of_node_rows) + ' rows, ' +
str(rg.number_of_node_columns) + ' columns, and cell size ' +
str(rg.dx))
# Select point to sample at.
#study_row = 110
#study_column = 150
#
#study_node = rg.grid_coords_to_node_id(study_row, study_column)
## Set outlet point to set boundary conditions.
the_outlet_row = 240
the_outlet_column = 215
the_outlet_node = rg.grid_coords_to_node_id(the_outlet_row,
the_outlet_column)
rg.set_fixed_value_boundaries(the_outlet_node)
# Get a 2D array version of the elevations for plotting purposes
elev_raster = rg.node_vector_to_raster(z, True)
# Everything below plots the topography and sampling points
# levels = []
# x_up = 1990
# while x_up !=2200:
# levels.append(x_up)
# x_up+=1
# plt.figure('Topography')
# plt.contourf(elev_raster, levels, colors='k')#('r','g','b'))
# plt.set_cmap('bone')
# plt.colorbar()
#
# plt.plot([150],[109],'cs', label= 'Study Node')
# plt.plot([215],[9], 'wo', label= 'Outlet')
# plt.legend(loc=3)
pd = PrecipitationDistribution()
pd.initialize()
duration_hrs = pd.storm_duration
intensity_mmhr = pd.intensity
duration_secs = duration_hrs * 60.0 * 60.0
intensity_ms = ((intensity_mmhr / 1000.0) / 3600.0)
total_duration_secs = 1.25 * duration_secs
#print 'total_duration_secs: ', total_duration_secs
of = OverlandFlow() #IT_FILE,rg,0)
of.initialize(rg)
## (-,-,-,-,how long we route overland flow, intensity in m/s, duration of storm) ##
## Trial 1, 10 year storm ##
#of.flow_at_one_node(rg,z,study_node,900,(7.167*(10**-6)), 2916)
#of.flow_at_one_node(rg, z, study_node,9000, (1.384*(10**-5)), 2916)
#of.flow_at_one_node(rg, z, study_node,900, (7.06*(10**-6)), 900)
#of.plot_at_one_node()
of.flow_across_grid(rg, z, 5800, (9.2177 * (10**-6)), 5868)
#of.flow_at_one_node(rg,z,study_node,150,(9.2177*(10**-6)),5868)
of.plot_water_depths(rg)
of.plot_discharge(rg)
of.plot_shear_stress_grid(rg)
of.plot_slopes(rg)
#rg.display_grid()
endtime = time.time()
print endtime - start_time, "seconds"
plt.show()
plt.show()
plt.show()
def main():
"""
initialize DEM
Get storm info
Generate hydrograph
"""
start_time = time.time()
dem_name = 'HalfFork.asc'
input_file = 'input_data.txt'
IT_FILE = os.path.join(os.path.dirname(__file__), input_file)
# Create and initialize a raster model grid by reading a DEM
DATA_FILE = os.path.join(os.path.dirname(__file__), dem_name)
print('Reading data from "'+str(DATA_FILE)+'"')
(rg, z) = read_esri_ascii(DATA_FILE)
nodata_val=-9999
# Modify the grid DEM to set all nodata nodes to inactive boundaries
rg.set_nodata_nodes_to_inactive(z, nodata_val) # set nodata nodes to inactive bounds
print('DEM has ' +
str(rg.number_of_node_rows) + ' rows, ' +
str(rg.number_of_node_columns) + ' columns, and cell size ' +
str(rg.dx))
# Select point to sample at.
#study_row = 110
#study_column = 150
#
#study_node = rg.grid_coords_to_node_id(study_row, study_column)
## Set outlet point to set boundary conditions.
the_outlet_row = 240
the_outlet_column = 215
the_outlet_node = rg.grid_coords_to_node_id(the_outlet_row, the_outlet_column)
rg.set_fixed_value_boundaries(the_outlet_node)
# Get a 2D array version of the elevations for plotting purposes
elev_raster = rg.node_vector_to_raster(z,True)
# Everything below plots the topography and sampling points
# levels = []
# x_up = 1990
# while x_up !=2200:
# levels.append(x_up)
# x_up+=1
# plt.figure('Topography')
# plt.contourf(elev_raster, levels, colors='k')#('r','g','b'))
# plt.set_cmap('bone')
# plt.colorbar()
#
# plt.plot([150],[109],'cs', label= 'Study Node')
# plt.plot([215],[9], 'wo', label= 'Outlet')
# plt.legend(loc=3)
pd = PrecipitationDistribution()
pd.initialize()
duration_hrs = pd.storm_duration
intensity_mmhr = pd.intensity
duration_secs = duration_hrs*60.0*60.0
intensity_ms = ((intensity_mmhr/1000.0)/3600.0)
total_duration_secs = 1.25 * duration_secs
#print 'total_duration_secs: ', total_duration_secs
of=OverlandFlow()#IT_FILE,rg,0)
of.initialize(rg)
## (-,-,-,-,how long we route overland flow, intensity in m/s, duration of storm) ##
## Trial 1, 10 year storm ##
#of.flow_at_one_node(rg,z,study_node,900,(7.167*(10**-6)), 2916)
#of.flow_at_one_node(rg, z, study_node,9000, (1.384*(10**-5)), 2916)
#of.flow_at_one_node(rg, z, study_node,900, (7.06*(10**-6)), 900)
#of.plot_at_one_node()
of.flow_across_grid(rg, z, 5800, (9.2177*(10**-6)), 5868)
#of.flow_at_one_node(rg,z,study_node,150,(9.2177*(10**-6)),5868)
of.plot_water_depths(rg)
of.plot_discharge(rg)
of.plot_shear_stress_grid(rg)
of.plot_slopes(rg)
#rg.display_grid()
endtime = time.time()
print endtime - start_time, "seconds"
plt.show()
plt.show()
plt.show()
