sin_riffle_floodplain_dims_L3_sf | R Documentation |
A sf
object containing level 3 cross section dimensions
for Sinsinawa Creek, IL. Cross section dimension polyline feature classes are
used to store the hydraulic dimensions calculated for each cross section.
sin_riffle_floodplain_dims_L3_sf
A sf
with 10 observations and 74 variables.
numeric; The ArcGIS feature class assigned unique identifier for each point in the dataset.
numeric; The loop number.
numeric; The bend number.
numeric; The ArcGIS feature class assigned unique identifier for each point in the dataset.
numeric; The cross section unique identifier.
numeric; The ArcGIS feature class assigned unique identifier for each point in the dataset.
numeric; The upstream watershed drainage area.
numeric; The start longitudinal stationing value for the reach in km.
numeric; The end longitudinal stationing value for the reach in km.
character; The name of the reach.
numeric; The x-coordinate value (longitude).
numeric; The y-coordinate value (latitude).
numeric; The m-coordinate value (route position).
numeric;The z-coordinate value (elevation).
numeric; The distance to the mouth of the site in km.
numeric; The smoothed z-coordinate value (elevation).
numeric; The x-coordinate value (longitude) of the next upstream point in the moving window.
numeric; The y-coordinate value (latitude) of the next upstream point in the moving window.
numeric; The x-coordinate value (longitude) of the next downsteam point in the moving window.
numeric; The y-coordinate value (latitude) of the next downsteam point in the moving window.
numeric; The z-coordinate value (elevation) of the next upstream point in the moving window.
numeric; The z-coordinate value (elevation) of the next downstream point in the moving window.
numeric; The m-coordinate value (route position) of the next upstream point in the moving window.
numeric; The m-coordinate value (route position) of the next downstream point in the moving window.
numeric; The elevation difference between the downstream and upstream point in the moving window, units are in feet.
numeric; The longitudinal distance along the stream network between the downstream and upstream point in the moving window, units are in feet.
numeric; The longitudinal distance along the stream network between the downstream and upstream point in the moving window, units are in feet.
numeric; The longitudinal distance along the valleyline between the downstream and upstream stream network point in the moving window, units are in feet.
numeric; The sinuosity of the stream within the moving window (valley_length/stream_length).
numeric;The sinuosity metric, values greater than or equal to one.
numeric; The slope of the stream within the moving window (rise/run).
numeric; The slope metric, values greater than of equal to zero.
numeric; The detrended bankfull elevation (in feet) that is used to calculate hydraulic geometry.
numeric;The drainage area (single value or vector) used to calculate discharge.
numeric; The cross sectional area at the specified detrended bankfull elevation, units: square feet.
numeric; The cross section width at the specified detrended bankfull elevation, units: feet.
numeric; The maximum depth at the specified detrended bankfull elevation, units: detrended feet.
numeric; The estimated discharge at the specified drainage area.
numeric; The cross sectional area at the flood prone elevation, units: square feet.
numeric; The cross section width at the flood prone elevation, units: feet.
numeric; The maximum depth at the flood prone elevation, units: feet.
numeric; The bankfull width to bankfull depth ratio.
numeric; The bankfull width to bankfull depth ratio, greater than or equal to one.
numeric; The entrenchment ratio (flood prone width) / (bankfull width).
numeric; The entrenchment ratio (flood prone width) / (bankfull width), greater than or equal to one.
numeric; The water surface elevation, units: NAVD88 feet.
numeric; The bankfull elevation, units: NAVD88 feet.
numeric; The flood prone elevation, units: NAVD88 feet.
numeric; The cross section mean depth in feet at the estimated bankfull water surface elevation.
numeric; The fluid shear stress, calculated using the density of water.
numeric; The fluid shear stress density metric, greater than or equal to zero.
numeric; The fluid shear stress, calculated using the specific weight of water.
numeric; The fluid shear stress specific weight metric, greater than or equal to zero.
numeric; The fluid shear stress, calculated using the Lane’s Balance method.
numeric; The fluid shear stress Lane’s metric, greater than or equal to zero.
numeric; The amount of energy the water is exerting on the channel.
numeric; The stream power, greater than or equal to zero.
numeric; The stream power, calculated using the Lane's Balance method.
numeric; The fluid shear stress Lane’s metric, greater than or equal to zero.
numeric; The unit stream power.
numeric; The unit stream power metric, greater than or equal to zero.
numeric; The bend number.
numeric; The x-coordinate value (longitude) of the center of the bend
numeric; The y-coordinate value (latitude) of the center of the bend.
numeric; The x-coordinate value (longitude) of the center of the loop.
numeric; The y-coordinate value (latitude) of the center of the loop.
numeric; The radius of the bend.
numeric; The meander length in feet.
numeric; The meander width in feet.
numeric; The radius of curvature to bankfull width ratio.
numeric; The radius of curvature to bankfull width ratio less than or equal to 30.
numeric; The meander bend width to bankfull width ratio.
numeric; The meander bend width to bankfull width ratio less than or equal to 30.
This dataset was produced using the FluvialGeomorph
ArcGIS
toolbox.
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