Project Location & Catchment
The future base map will establish the HARE project location, catchment boundary, river network, command area and principal engineering reference points.
This section is being prepared as the geospatial workspace for the modern reassessment of HARE. It will progressively bring together the catchment boundary, DEM, elevation, slope, drainage, land use, soils, rainfall, command area, canals, headworks and other spatial products needed to compare the original engineering study with present-day analysis.
The page is intentionally being completed before the final GIS calculations. This allows the HARE spatial archive to have a permanent structure now while ensuring that no unverified area, elevation, slope, land-cover percentage, catchment statistic or infrastructure coordinate is presented as fact.
Each layer below has a defined place in the future HARE reassessment. The page can therefore be populated progressively: once a map or calculation is completed, its current placeholder can be replaced by the verified map, statistics, methodology and downloadable technical outputs.
The future base map will establish the HARE project location, catchment boundary, river network, command area and principal engineering reference points.
A modern DEM will provide the elevation surface used for terrain interpretation, watershed delineation, slope analysis and drainage extraction.
Elevation classes and hillshade will be prepared to visualize terrain form, relief, valley geometry and the physical setting of the irrigation system.
Slope classes will be calculated from the DEM and interpreted in relation to runoff, erosion, canal alignment, irrigation suitability and terrain constraints.
Flow direction and flow accumulation will be used to extract drainage paths and compare modern terrain-derived drainage with the original engineering understanding.
Current land-cover information will be compiled and summarized for the HARE catchment and irrigation area, with areas and percentages reported only after analysis.
Available soil information will be integrated with terrain and irrigation criteria to support a modern review of land suitability and agricultural potential.
Modern rainfall and climate datasets will be compared with the historical study period and prepared for hydrological and irrigation-demand reassessment.
The command area, canal alignments, headworks and related irrigation infrastructure will be digitised or reconstructed where reliable source information is available.
Catchment characteristics, rainfall, flow pathways and hydrological calculations will be recomputed and compared transparently with the original 1995 design study.
The modern reassessment will follow a transparent sequence so that each derived map and statistic can be traced back to its source data and processing method.
The modern work is not intended to overwrite the original HARE study. Its purpose is to place the original engineering decisions beside contemporary terrain, satellite, hydrological and GIS evidence so that both the strengths and the limitations of the earlier analysis can be understood clearly.
As the technical work is completed, this portal will evolve from a structured framework into a documented geospatial record of the HARE catchment and irrigation system.
The spatial analysis will connect directly with the preserved project history and the developing HARE engineering book.