Model data

Terrain & Drainage

Terrain data define the physical framework of the HARE watershed. The same DEM and drainage evidence are used to delineate the catchment, generate stream networks, derive slopes and subbasins, and provide geometric information for both HEC-HMS and SWAT.

Terrain principle. The original DEM, projection and watershed boundary are preserved as the primary spatial evidence. Model-specific basin or subbasin layers are derived from those same source datasets so that the HEC-HMS and SWAT representations remain spatially consistent.
Watershed

Hare Catchment

≈163 km²

Catchment area used in the modern hydrological reconstruction.

Terrain source

Digital Elevation Model

DEM-based

Used for watershed delineation, flow direction, drainage extraction, elevation and slope analysis.

Hydraulic reference

Outlet / Weir

Hare Weir

The watershed outlet is defined at or near the Hare diversion headworks.

Spatial framework

Terrain Layers Used in the Reconstruction

Terrain layer Purpose HEC-HMS use SWAT use
DEM Defines elevation and topographic form of the watershed. Supports basin delineation, slope and flow-path estimation. Core input for watershed and stream delineation.
Watershed boundary Defines the contributing catchment to the Hare outlet. Basin area and hydrological model extent. Watershed simulation boundary.
Stream network Represents drainage pathways and river connectivity. Supports routing and basin connectivity. Defines reaches and subbasin drainage.
Subbasins Divide the watershed into smaller hydrological units. Can be used for basin subdivision and routing. Fundamental SWAT watershed structure.
Slope Describes terrain steepness and runoff response. Supports time-of-concentration and runoff interpretation. Used directly in HRU slope classification.
Flow direction / accumulation Identifies drainage direction and concentrated flow paths. Supports catchment and channel definition. Used during automated watershed delineation.
Model application

How Terrain Is Used by Each Model

HEC-HMS

Event Hydrology

Terrain information is used to determine basin area, flow length, slope, drainage structure and routing geometry. These values support lag-time and time-of-concentration estimates used in rainfall-runoff modelling.

SWAT

Watershed Delineation

SWAT uses the DEM directly to delineate the watershed, streams, subbasins and outlet. The resulting terrain structure is later combined with land use, soils and slope bands to create HRUs.

CROPWAT

Command-Area Context

CROPWAT does not require watershed terrain in the same way as HEC-HMS or SWAT. Terrain is nevertheless important for defining the irrigable command area, canal alignment, elevation differences and suitability of field irrigation.

SWAT terrain reconstruction

Watershed Delineation

The modern SWAT reconstruction used DEM-derived drainage to delineate the Hare watershed and identify the outlet associated with the project headworks. Stream generation, subbasin definition and slope derivation were completed before land-use and soil overlay and HRU creation.

Hare SWAT watershed delineation
Watershed delineation figure will appear here when hare-swat-watershed-delineation.png is available.
Hare watershed delineation prepared for the SWAT reconstruction.
Terrain checks

Quality-Control Checks

Check Reason Status
Projection Ensure all terrain and model layers use a consistent projected coordinate system. Checked
Watershed outlet Confirm that the outlet corresponds to the Hare headworks / river control location. Defined
Catchment area Compare GIS-derived area with previous estimates and project records. ≈163 km²
Stream alignment Check DEM-derived drainage against mapped or satellite-observed river paths. Visual review
Slope classification Confirm slope ranges used in SWAT HRU generation. Prepared
Command-area relation Distinguish the upstream watershed from the lower irrigation command area. Documenting