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Elevation derived-Hydrography Delineation and Attribution Error Examples and Solutions 

EDH delineation and attribution errors are described in detail accompanied by visual representations with solutions provided.

Incorrect schema

Isolated polygon feature

Canal density

Incorrect outflow from a dam

Hanging artificial paths

Roadside ditches and culverts through driveways

Ancillary data feature capture

Dam connector length

User defined code

 

 

Error: Incorrect schema.

Issue: Data delivered in schema that does not match EDH schema provided in Elevation-derived Hydrography Acquisition Specifications.

Solution: Finalize geodatabase and distribute with all task orders.

 

 

Error: Isolated polygon feature.
Feature Capture and Attribution error example 1
Isolated lake/pond feature

Issue: If a lake or pond is part of the stream network, it should be connected by a connector or culvert.

Solution: If there is an isolated polygon, it  should be investigated to determine if there is an inflow or outflow from the pond.

 

 

 

 

 

 

 

 

 

 

 

 

Error: Canal density.
Feature Capture and Attribution error example 2
Density of canals too high

Issue: Too many small ditches and canals were captured.

Solution: See Elevation-derived Hydrography Acquisition Specifications for more information on canal density.

 

 

 

 

 

 

 

Error: Incorrect outflow from a dam.
Feature Capture and Attribution error example 3
Incorrect connection from a dam feature.

Issue: Outflow of water from a dam should cross the dam. Not the emergency / overflow spillway.

Solution: Where a dam is located, a “connector” (EDH FCode 33400) should be added across the dam, and the stream should continue downstream through the obvious stream channel.

 

 

 

 

 

 

 

Error: Hanging artificial paths.
Hanging Artificial Paths
1:24,000 scale linework - remove artificial paths that are no longer necessary 

Issue: Artificial paths with no connection to a stream/river outside the waterbody.

Solution: If a larger scale dataset is used to generate a smaller scale dataset, care should be taken to remove features that are no longer pertinent. For instance, if artificial path connections were included in a 1:5,000 scale dataset, but some of the connecting stream segments were pruned for the 1:24,000-scale dataset, the connecting artificial paths should be removed as well.

 

Error Example 4-2
1:5,000 scale linework- artificial paths are correct 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Error: Roadside ditches and culverts through driveways.
Feature Capture and Attribution error example 5
Example of extraneous canal features.

Issue: Automated processes may delineate roadside ditches and culverts through driveways as part of the stream network that are outside of the capture requirements.

Solution: QA linework and remove extraneous features that are automatically generated. See Elevation-derived Hydrography Acquisition Specifications for more information on canal density.

 

 

 

 

 

Error: Ancillary data feature capture.
Ancillary data feature capture
Features captured without enough proof of existence.

Issue:   When DEM is inconclusive but, in order to maintain network connectivity, ancillary data sources may used to determine feature placement.

Solution: Features captured based on information gathered from ancillary data must have ancillary data usage noted in the attribute table for the feature class.  The data source must be noted for reproducibility.

 

 

 

 

 

 

 

 

Error: Dam connector length.
Dam Connector Length
Example of pipe that extends too far across a berm.

Issue: Connectors through dams or berms that extend too far in one or both directions across the obstruction.

Solution: If a connector feature is required through a dam or berm, it should only extend the distance across the dam structure, and no further (but be sure to connect low points on both sides).

 

 

 

 

 

 

 

 

 

Error: User defined code.
User Defined Code
Example of feature that may need new code defined by USGS.

Issue: Features were delineated for a special project and have no EDH FCode available in Elevation-derived Hydrography Acquisition Specifications.

Solution: All NHD FTypes may be used as codes, as well as other user defined codes.  These must be placed in the “UserCode” field for the feature class.