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config.yaml
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config.yaml
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river: Cannon
station: Welch
author: Andy Wickert
data:
# Filename expected with columns "Q", "Stage"
filename: 'CannonWelch05355200_RatingCurve_2002-2012.tsv'
# tab, space, or comma
delimiter: 'tab'
# If data set uses US cfs (Q) and feet (Stage), converts these to metric.
us-units: True
channel:
# meters; if ommitted, will be solved for as a free variable
width: 45
# meters; if omitted, will be solved for as a free variable
# Here, set to be just above the surveyed floodplain-channel-like form
# depth: 0.7
# unitless
slope: 9E-4
# Use depth instead of hydraulic radius for calculations. True/False.
use_depth: False
bounds:
# Uncomment the following to set them different from the defaults
# They should be given in LOWER, UPPER
mannings_n_bounds:
- 0.020
- 0.055
# floodplain_coeff_bounds:
# - LOWER
# - UPPER
floodplain_exponent_bounds:
- 1.6666666666666666666667
- 5
stage_offset_bounds:
- -2
- 2
channel_depth_bounds:
# Lidar data (banks, water surface) with info from stage offset
# now, water surface when the lidar was acquired, and absolute
# gauge elevation, tells us that the banks are 2.17 +/- 0.33 m (or so)
# in total height from bed to floodplain
- 1.84
- 2.49
#channel_width_bounds:
# - 40
# - 50
plotting:
# If this is present, the plot will be saved.
# Format set by file extension.
# Path may be relative or absolute
savepath: 'CannonRiver_Welch.pdf'
# True/False Boolean flag
show: True
# Optional fixed plotting bounds
stage_min: -0.001
stage_max: 4.7
#discharge_min:
discharge_max: 600
# Plot curve even if discharge is negative (nonphysical)
display_negative_rating_curve: False
# Markers and lines for stage offsets and bank heights
stage_offset_hash_bottom: False
stage_offset_hash_top: False
stage_offset_dotted_line: True
bank_height_hash_bottom: False
bank_height_hash_top: False
bank_height_dotted_line: True
output:
# CSV output file name
outfile: 'doublemanning_params_CannonWelch.csv'
# True/False Boolean flag
verbose: True