#' @docType data
#'
#' @title Sinsinawa Creek, IL stream riffle cross section lines
#'
#' @description A \code{sf} object containing level 2 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.
#' @format A \code{sf} with 10 observations and 61 variables.
#'
#' \describe{
#' \item{OBJECTID}{numeric; The ArcGIS feature class assigned unique
#' identifier for each point in the dataset.}
#' \item{Seq}{numeric; The cross section unique identifier.}
#' \item{OBJECTID_1}{numeric; The ArcGIS feature class assigned unique
#' identifier for each point in the dataset.}
#' \item{Watershed_Area_SqMile}{numeric; The upstream watershed drainage
#' area.}
#' \item{from_measure}{numeric; The start longitudinal stationing value
#' for the reach in km.}
#' \item{to_measure}{numeric; The end longitudinal stationing value for the
#' reach in km.}
#' \item{ReachName}{character; The name of the reach.}
#' \item{POINT_X}{numeric; The x-coordinate value (longitude).}
#' \item{POINT_Y}{numeric; The y-coordinate value (latitude).}
#' \item{POINT_M}{numeric; The m-coordinate value (route position).}
#' \item{Z}{numeric;The z-coordinate value (elevation).}
#' \item{km_to_mouth}{numeric; The distance to the mouth of the site in km.}
#' \item{Z_smooth}{numeric; The smoothed z-coordinate value (elevation).}
#' \item{upstream_x}{numeric; The x-coordinate value (longitude) of the next
#' upstream point in the moving window.}
#' \item{upstream_y}{numeric; The y-coordinate value (latitude) of the next
#' upstream point in the moving window.}
#' \item{downstream_x}{numeric; The x-coordinate value (longitude) of the
#' next downsteam point in the moving window.}
#' \item{downstream_y}{numeric; The y-coordinate value (latitude) of the
#' next downsteam point in the moving window.}
#' \item{upstream_z}{numeric; The z-coordinate value (elevation) of the
#' next upstream point in the moving window.}
#' \item{downstream_z}{numeric; The z-coordinate value (elevation) of
#' the next downstream point in the moving window.}
#' \item{upstream_m}{numeric; The m-coordinate value (route position) of the
#' next upstream point in the moving window.}
#' \item{downstream_m}{numeric; The m-coordinate value (route position) of
#' the next downstream point in the moving window.}
#' \item{rise}{numeric; The elevation difference between the downstream and
#' upstream point in the moving window, units are in feet.}
#' \item{run}{numeric; The longitudinal distance along the stream network
#' between the downstream and upstream point in the moving window,
#' units are in feet.}
#' \item{stream_length}{numeric; The longitudinal distance along the stream
#' network between the downstream and upstream point in
#' the moving window, units are in feet.}
#' \item{valley_length}{numeric; The longitudinal distance along the
#' valleyline between the downstream and upstream
#' stream network point in the moving window, units are
#' in feet.}
#' \item{sinuosity}{numeric; The sinuosity of the stream within the moving
#' window (valley_length/stream_length).}
#' \item{sinuosity_gte_one}{numeric;The sinuosity metric, values greater than
#' or equal to one.}
#' \item{slope}{numeric; The slope of the stream within the moving window
#' (rise/run).}
#' \item{slope_gte_zero}{numeric; The slope metric, values greater than of
#' equal to zero.}
#' \item{bankfull_elevation}{numeric; The detrended bankfull elevation
#' (in feet) that is used to calculate hydraulic
#' geometry.}
#' \item{drainage_area}{numeric;The drainage area (single value or vector)
#' used to calculate discharge.}
#' \item{xs_area}{numeric; The cross sectional area at the specified
#' detrended bankfull elevation, units: square feet.}
#' \item{xs_width}{numeric; The cross section width at the specified
#' detrended bankfull elevation, units: feet.}
#' \item{xs_depth}{numeric; The maximum depth at the specified
#' detrended bankfull elevation, units: detrended
#' feet.}
#' \item{discharge}{numeric; The estimated discharge at the specified
#' drainage area.}
#' \item{fp_area}{numeric; The cross sectional area at the flood prone
#' elevation, units: square feet.}
#' \item{fp_width}{numeric; The cross section width at the flood prone
#' elevation, units: feet.}
#' \item{fp_depth}{numeric; The maximum depth at the flood prone
#' elevation, units: feet.}
#' \item{xs_width_depth_ratio}{numeric; The bankfull width to bankfull
#' depth ratio.}
#' \item{xs_width_depth_ratio_gte_one}{numeric; The bankfull width to bankfull
#' depth ratio, greater than or equal to one.}
#' \item{xs_entrenchment_ratio}{numeric; The entrenchment ratio (flood
#' prone width) / (bankfull width).}
#' \item{xs_entrenchment_ratio_gte_one}{numeric; The entrenchment ratio (flood
#' prone width) / (bankfull width), greater than
#' or equal to one.}
#' \item{watersurface_elev}{numeric; The water surface elevation,
#' units: NAVD88 feet.}
#' \item{bankfull_elev}{numeric; The bankfull elevation, units: NAVD88
#' feet.}
#' \item{floodprone_elev}{numeric; The flood prone elevation, units:
#' NAVD88 feet.}
#' \item{xs_mean_depth}{numeric; The cross section mean depth in feet at the
#' estimated bankfull water surface elevation.}
#' \item{shear_stress_density}{numeric; The fluid shear stress, calculated
#' using the density of water.}
#' \item{shear_stress_density_gte_zero}{numeric; The fluid shear stress
#' density metric, greater than or
#' equal to zero.}
#' \item{shear_stress_weight}{numeric; The fluid shear stress, calculated
#' using the specific weight of water.}
#' \item{shear_stress_weight_gte_zero}{numeric; The fluid shear stress
#' specific weight metric, greater than
#' or equal to zero.}
#' \item{shear_stress_lane}{numeric; The fluid shear stress, calculated
#' using the Lane’s Balance method.}
#' \item{shear_stress_lane_gte_zero}{numeric; The fluid shear stress Lane’s
#' metric, greater than or equal to zero.}
#' \item{stream_power}{numeric; The amount of energy the water is exerting on
#' the channel.}
#' \item{stream_power_gte_zero}{numeric; The stream power, greater than or
#' equal to zero.}
#' \item{stream_power_lane}{numeric; The stream power, calculated using the
#' Lane's Balance method.}
#' \item{stream_power_lane_gte_zero}{numeric; The fluid shear stress Lane’s
#' metric, greater than or equal to zero. }
#' \item{unit_stream_power}{numeric; The unit stream power.}
#' \item{unit_stream_power_gte_zero}{numeric; The unit stream power metric,
#' greater than or equal to zero.}
#' \item{loop}{numeric; The loop number.}
#' \item{bend}{numeric; The bend number.}
#' }
#' @source This dataset was produced using the \code{FluvialGeomorph} ArcGIS
#' toolbox.
#'
#' @keywords datasets
#'
"sin_riffle_floodplain_dims_L2_sf"
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