Rajasthan Rainwater GIS Analysis
Budget: ₹12,500 – ₹37,500 INR
I have a 101 km² land parcel in Rajasthan, India, and a precise .KMZ boundary for it. I need a full GIS-based study that traces how rainwater will move across this terrain, outlines every natural channel, and defines each watershed feeding into them. Please base the calculations on high-resolution elevation data (SRTM, LiDAR or better) and run at least three rainfall-intensity scenarios so I can see how flow paths and accumulation points shift from light showers to cloud-bursts.
What I must receive at the end:
• Watershed mapping: clearly delineated catchments and sub-catchments delivered as shapefiles and a georeferenced map.
• Drainage network analysis: all flow lines, stream orders, and key pour points in shapefile form, plus an annotated PDF explaining methodology and results.
• Scenario outputs: maps and tables summarising flow accumulation under the different rainfall intensities, embedded in the same PDF report.
All spatial layers must align to the India-appropriate CRS and open cleanly in ArcGIS or QGIS. The PDF should be concise yet rigorous—enough detail for engineers to verify assumptions and replicate the work if needed. Optional elements such as flood-risk overlays, seasonal or land-use change scenarios are not required now; flag them only if they emerge naturally from the modelling.
If you rely on tools like ArcGIS Pro, QGIS, HEC-RAS/HMS, TauDEM, or similar hydrological extensions, mention them so I know how to open and validate your outputs.
What I must receive at the end:
• Watershed mapping: clearly delineated catchments and sub-catchments delivered as shapefiles and a georeferenced map.
• Drainage network analysis: all flow lines, stream orders, and key pour points in shapefile form, plus an annotated PDF explaining methodology and results.
• Scenario outputs: maps and tables summarising flow accumulation under the different rainfall intensities, embedded in the same PDF report.
All spatial layers must align to the India-appropriate CRS and open cleanly in ArcGIS or QGIS. The PDF should be concise yet rigorous—enough detail for engineers to verify assumptions and replicate the work if needed. Optional elements such as flood-risk overlays, seasonal or land-use change scenarios are not required now; flag them only if they emerge naturally from the modelling.
If you rely on tools like ArcGIS Pro, QGIS, HEC-RAS/HMS, TauDEM, or similar hydrological extensions, mention them so I know how to open and validate your outputs.