Assessment Data Fields

This page describes the data fields in the segments and basins layers of the GeoJSON.zip and Shapefile.zip assessment results. (Note that the perimeter and basins data layers do not have data fields).

Segment ID

Field

Description

SegmentID

A unique integer identifier for each stream segment in the network. Segment IDs are sorted in ascending order, but may not be sequential. The Segment ID for a basin is the ID of the most downstream stream segment in the basin.

Likelihood, Volume, and Combined Hazards

The likelihood, volume, and combined hazard results are computed for a series of design storm scenarios. These design storms are selected by specifying a peak 15-minute rainfall intensity in millimeters per hour. The following table details the naming conventions for likelihood, volume, and combined hazard results for a generic design storm. The table uses the substitution iii to indicate the peak 15-minute rainfall intensity as an integer.

Note

Although the iii substitution uses three characters, real 15-minute rainfall intensities are not zero-padded, so may vary from 1 to 3 digits.

Field

Units or Range

Description

H_iii

Either 1, 2, or 3

Combined hazard class for a design storm with a peak 15-minute rainfall intensity of iii mm/hour.

H_iii_LG

NA

Legend entry of the combined hazard class for a design storm with a peak 15-minute rainfall intensity of iii mm/hour.

P_iii

From 0 to 1

Debris-flow likelihood for a design storm with a peak 15-minute rainfall intensity of iii mm/hour.

P_iii_LG

NA

Legend entry of debris-flow likelihood for a design storm with a peak 15-minute rainfall intensity of iii mm/hour.

V_iii

Cubic meters

Potential sediment volume for a design storm with a peak 15-minute rainfall intensity of iii mm/hour.

V_iii_LG

NA

Legend entry for potential sediment volume for a design storm with a peak 15-minute rainfall intensity of iii mm/hour.

Vmin_iii

Cubic meters

Lower bound of the 95% confidence interval of potential sediment volume for a design storm with a peak 15-minute rainfall intensity of iii mm/hour.

Vmax_iii

Cubic meters

Upper bound of the 95% confidence interval of potential sediment volume for a design storm with a peak 15-minute rainfall intensity of iii mm/hour.

Rainfall Thresholds

The rainfall threshold model is run for a series of design probabilities. Additionally, the thresholds for each probability are modeled for 15-minute, 30-minute, and 60-minute rainfall durations. The following table details the naming conventions for the estimated rainfall thresholds. The table uses the substitution dd to indicate a rainfall duration (either 15, 30, or 60). The table also uses the substitution pp to indicate a design probability as a percentage.

Field

Units or Range

Description

Rdd_pp

Millimeters of accumulation

Peak rainfall accumulation over a dd minute interval required for a debris-flow probability of pp percent.

Idd_pp

Millimeters per hour

Peak dd-minute rainfall intensity required for a debris-flow probability of pp percent.

Idd_pp_LG

NA

Legend entry for peak dd-minute rainfall intensity required for a debris-flow probability of pp percent.

Hazard Model Inputs

Fields that record values used as inputs to hazard models.

Field

Units or Range

Description

Terrain_M1

From 0 to 1

Terrain variable for the M1 likelihood model. The proportion of catchment area that is both (1) burned at moderate or high severity, and (2) has a slope ≥ 23 degrees.

Fire_M1

Unitless

Fire variable for the M1 likelihood model. Mean catchment dNBR divided by 1000.

Soil_M1

Inches per hour

Soil variable for the M1 likelihood model. Mean catchment KF-factor.

Bmh

Square kilometers

Catchment area burned at moderate or high severity.

Relief

Meters

Watershed vertical relief.

Catchment Characteristics

Fields that characterize stream segment catchment basins.

Field

Units or Range

Description

Area

Square kilometers

Total catchment area.

BurnRatio

From 0 to 1

The proportion of catchment area that is burned.

DevArea

Square kilometers

The catchment area that is classified as human development.

Segment Characteristics

Fields that characterize stream segment flow paths. These fields are only included in the segments data layer, as they are not defined for the basins.

Field

Units or Range

Description

ConfAngle

Degrees

The mean confinement angle along a stream segment’s flow path.

Slope

Unitless gradient (rise over run)

The mean slope gradient along a stream segment’s flow path.