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 |
---|---|
|
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 |
---|---|---|
|
Either 1, 2, or 3 |
Combined hazard class for a design storm with a peak 15-minute rainfall intensity of |
|
NA |
Legend entry of the combined hazard class for a design storm with a peak 15-minute rainfall intensity of |
|
From 0 to 1 |
Debris-flow likelihood for a design storm with a peak 15-minute rainfall intensity of |
|
NA |
Legend entry of debris-flow likelihood for a design storm with a peak 15-minute rainfall intensity of |
|
Cubic meters |
Potential sediment volume for a design storm with a peak 15-minute rainfall intensity of |
|
NA |
Legend entry for potential sediment volume for a design storm with a peak 15-minute rainfall intensity of |
|
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 |
|
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 |
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 |
---|---|---|
|
Millimeters of accumulation |
Peak rainfall accumulation over a |
|
Millimeters per hour |
Peak |
|
NA |
Legend entry for peak |
Hazard Model Inputs¶
Fields that record values used as inputs to hazard models.
Field |
Units or Range |
Description |
---|---|---|
|
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. |
|
Unitless |
Fire variable for the M1 likelihood model. Mean catchment dNBR divided by 1000. |
|
Inches per hour |
Soil variable for the M1 likelihood model. Mean catchment KF-factor. |
|
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 |
---|---|---|
|
Square kilometers |
Total catchment area. |
|
From 0 to 1 |
The proportion of catchment area that is burned. |
|
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 |
---|---|---|
|
Degrees |
The mean confinement angle along a stream segment’s flow path. |
|
Unitless gradient (rise over run) |
The mean slope gradient along a stream segment’s flow path. |