Submitted:
07 November 2025
Posted:
12 November 2025
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Abstract
Keywords:
1. Introduction
- Develop and implement a high-resolution elevation-weighted interpolation model to estimate spatial rainfall distribution across Erbil Governorate, Kurdistan Region of Iraq.
- Benchmark the EWLR model against conventional interpolation methods (IDW, Kriging, TPS, RBF).
- Quantify the elevation–rainfall relationship and assess orographic influence using a high-resolution (30 m) digital elevation model (DEM).
- Produce a validated, physically consistent rainfall map suitable for hydrological and climatic applications in mountainous terrain.
2. Methodology
2.1. Study Area
2.2. Data Sources
- 0–300 m: 2 stations (Makhmwr, Gwer)
- 300–600 m: 5 stations (Qushtapa, Ainkawa, Khabat, Bnaslawa, Dibaga)
- 600–900 m: 8 stations (Shorsh, Harir, Khalifan, Soran, Rwandz, Bastora, Barzewa, Koya)
- 900–1,200 m: 4 stations (Shaqlawa, Choman, Mergasor, Sidakan)
- 1,200 m: 0 stations
2.2. Digital Elevation Model (DEM)
2.3. Enhanced Elevation-Weighted Local Regression (EWLR)
2.4. Hyperparameter Optimization
2.5. Benchmark Interpolation Methods
- Inverse Distance Weighting (IDW): Power parameter p = 2, using the 12 nearest stations (k = 12).
- Ordinary Kriging (OK): Spherical variogram model with 6 lags, fitted via maximum likelihood estimation.
- Universal Kriging (UK): Linear trend model with spherical variogram (6 lags), fitted via maximum likelihood estimation.
- Thin-Plate Spline (TPS): Implemented using scipy.interpolate.Rbf with function='thin_plate'.
- Multiquadric Radial Basis Function (RBF): Implemented using scipy.interpolate.Rbf with function='multiquadric'.
2.6. Gap Filling and Post-Processing
2.7. Model Evaluation and Validation
3. Results
3.1. Hyperparameter Optimization via Leave-One-Out Cross-Validation (LOOCV)

3.2. Comparative Evaluation of Interpolation Methods
3.3. Full-Grid Interpolation and Raster Outputs
3.4. Final Enhanced EWLR Model
3.5. Spatial Patterns and Elevation-Rainfall Relationship
4. Discussion
4.1. Interpretation of Main Findings
4.2. Comparison with Previous Studies
4.3. Orographic Influence and Model Behavior
4.4. Uncertainty and Limitations
4.5. Implications for Hydrological and Environmental Modelling
4.6. Future Work
5. Conclusions
Author Contributions
Funding
Data Availability
Informed Consent Statement
References
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| Station | Longitude (°E) | Latitude (°N) | Elevation (m) | Rainfall (mm) |
| Qushtapa | 44.0319 | 36.0039 | 397 | 350 |
| Ainkwawa | 44.0119 | 36.2206 | 420 | 414 |
| Khabat | 43.67039 | 36.2758 | 286 | 339 |
| Bnaslawa | 44.1124 | 36.15444 | 501 | 381 |
| Shorsh | 44.386 | 36.1786 | 720 | 566 |
| Shaqlawa | 44.3214 | 36.4056 | 961 | 810 |
| Harir | 44.355 | 36.5475 | 714 | 591 |
| Khalifan | 44.4006 | 36.6039 | 676 | 768 |
| Soran | 44.5428 | 36.6581 | 663 | 701 |
| Rwandz | 44.5339 | 36.6169 | 802 | 736 |
| Choman | 44.8808 | 36.6278 | 1103 | 796 |
| Sidakan | 44.6711 | 36.7983 | 1006 | 824 |
| Mergasor | 44.3008 | 36.84 | 1187 | 1384 |
| Makhmwr | 43.57887 | 35.77511 | 264 | 257 |
| Bastora | 44.16148 | 36.33709 | 622 | 457 |
| Dibaga | 43.808 | 35.8747 | 341 | 299 |
| Gwer | 43.499 | 36.048 | 310 | 269 |
| Barzewa | 44.611 | 36.626 | 625 | 700 |
| Koya | 44.617 | 36.083 | 603 | 622 |
| Metric | Description | Formula |
| Mean Absolute Error (MAE) | Average absolute deviation | |
| Root Mean Square Error (RMSE) | Quadratic mean of errors | |
| Coefficient of Determination (R2) | Proportion of variance explained | |
| Bias | Systematic over/underestimation |
| Parameter | Description | Tested Values |
| hd | Horizontal distance decay scale | [15,000; 20,000; 25,000] m |
| he | Elevation decay scale | [150; 200; 250; 300] m |
| nst | Number of nearest stations | [5; 6; 7] |
| Method | MAE (mm) | RMSE (mm) | R² | Bias (mm) |
| EWLR | 87.46 | 120.90 | 0.797 | +18.46 |
| IDW | 106.98 | 180.05 | 0.549 | –16.85 |
| OK | 108.31 | 188.80 | 0.504 | –25.10 |
| UK | NaN | NaN | NaN | NaN |
| TPS | 113.15 | 185.39 | 0.522 | –31.21 |
| RBF | 141.93 | 181.11 | 0.544 | –11.77 |
| Statistic | Value |
| Minimum rainfall | 250 mm |
| Maximum rainfall | 1,384 mm |
| Mean ± SD | 741.8 ± 434.3 mm |
| Elevation–rainfall correlation | r = 0.907 (p < 0.001) |
| Elevation Band (m) | Mean Rainfall (mm) | Std. Dev. (mm) | % of Pixels |
| 0–300 | 266.6 | 24.0 | 18.2 % |
| 300–600 | 396.2 | 88.0 | 31.5 % |
| 600–900 | 693.1 | 131.0 | 28.9 % |
| 900–1,200 | 1,074.4 | 185.4 | 15.1 % |
| > 1,200 | 1,360.1 | 68.9 | 6.3 % |
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