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config-2018+2023data.yaml
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config-2018+2023data.yaml
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river: La Dormida
station: Captacion
author: Andy Wickert
data:
# Filename expected with columns "Q", "Stage"
filename: 'LD-Cap_stage_adjusted-2018+2023.tsv'
# tab, space, or comma
delimiter: 'tab'
# If data set uses US cfs (Q) and feet (Stage), converts these to metric.
us-units: False
channel:
# meters; if ommitted, will be solved for as a free variable
width: 2.6
# meters; if omitted, will be solved for as a free variable
depth: 0.7
# unitless
slope: 0.0788
# 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
# Estimated from clast count: 0.365
# Range for mountain streams with gravel + few boulders: 0.03--0.05
mannings_n_bounds:
- 0.03
- 0.05
# Floodplain characteristics:
# * Approximately rectangular
# * 8.3 m wide (- channel = 5.5 m)
# * 0.8 m high above channel (so 1.6 total) -- but assume infinite
# * Manning's n for heavy timber or med-to-dense brush ~0.1
# k_fp = (B-b)/n * S^(1/2) = 17.9
floodplain_coeff_bounds:
# Rectangular approx.
# b = 6 m
# S = 0.0788
# n = 0.14 per Arcement & Schneider (1989) & est.
# if (h-h_\beta)^(5/3), then k = b S^(1/2) / n
# Value = 11.429
- 11.428
- 11.430
floodplain_exponent_bounds:
- 1.66666666
- 1.66666667
stage_offset_bounds:
# On Google Sheet, I have + 7 cm for 2020 onwards.
# And 10 cm from the start, to which this is now referenced
- 0.0
- 0.25
#channel_depth_bounds:
# - 0.7
# - 0.9
channel_width_bounds:
- 2
- 3
plotting:
# If this is present, the plot will be saved.
# Format set by file extension.
# Path may be relative or absolute
savepath: 'LaDormida_Captacion.pdf'
# True/False Boolean flag
show: True
# Optional fixed plotting bounds
stage_min: -0.001
stage_max: 1
discharge_min: -0.01
discharge_max: 10
# 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 or full path
outfile: 'doublemanning_params_LDcap.csv'
# True/False Boolean flag
verbose: True
# Google Sheets with some info
# Loads of info: Ally's doc
# https://docs.google.com/document/d/1caGG5HEVngiJxEbwq-kJndElEj6405erhqZFC2eIbXE/edit
# Gauging for Q
# https://docs.google.com/spreadsheets/d/1b7bAMSlWXvmM3jE8ZHZavKbIcoAe3LhAdyQaY9NtlUE/edit#gid=1031266182
# https://docs.google.com/spreadsheets/d/1AxL4z-Ay1JkPPwofg8-OIFP94LUbJ7dv/edit#gid=1943562548
# Manning's n
# https://www.fsl.orst.edu/geowater/FX3/help/8_Hydraulic_Reference/Mannings_n_Tables.htm
# Clast count
# https://docs.google.com/spreadsheets/d/1q9oQwMQLo6mjjp5UEKuj_EfUGJTwSjiatr4VkqVJb2I/edit#gid=1742666682