Dynamic reserve monitoring in mining operations is essential for sustainable resource management. Traditional methods using total stations or GPS receivers present significant challenges in open-pit environments due to complex terrain and rapid morphological changes. Surveying drones offer a transformative solution by enabling rapid, high-precision data acquisition. This article details our implementation of surveying UAV technology for reserve dynamic detection, validated through an active limestone quarry case study.

Technical Advantages of Surveying UAVs
Surveying drones provide distinct operational benefits:
1. Adaptability: Operate effectively in complex terrain with minimal weather constraints
2. Economic Efficiency: Reduce survey costs by 60% compared to traditional methods
3. Precision: Achieve centimeter-level accuracy through high-resolution imaging
4. Operational Safety: Eliminate personnel exposure to hazardous mining zones
5. Data Richness: Capture high-overlap imagery (85% along-track, 80% cross-track) for comprehensive 3D reconstruction
Methodological Framework
System Configuration
Our surveying UAV platform integrates:
– DJI M300 RTK airframe with RTK positioning
– Six-directional obstacle sensing system
– Sony UMC-R10C camera (20.1MP)
– Ground control station with real-time telemetry
Operational Workflow
1. Mission Planning
Flight parameters are optimized using:
$$GSD = \frac{\text{Sensor Width} \times \text{Altitude}}{\text{Focal Length} \times \text{Image Width}}$$
Where GSD represents Ground Sampling Distance. For our 100m altitude mission, GSD=2.74cm/pixel.
2. Control Network
We established 5 ground control points (GCPs) with RTK-GNSS positioning, achieving absolute accuracy through bundle adjustment:
| Parameter | Value |
|---|---|
| GCP Spacing | 150-200m |
| Measurement | 3 observations per point |
| Horizontal Accuracy | σxy ≤ 3cm |
| Vertical Accuracy | σz ≤ 5cm |
3. Aerial Survey Execution
The surveying UAV completed 0.017km² coverage in 23 minutes with parameters:
| Parameter | Specification |
|---|---|
| Flight Altitude | 100m AGL |
| Image Capture | 620 images |
| Forward Overlap | 85% |
| Side Overlap | 80% |
4. Photogrammetric Processing
Using Agisoft Metashape, we generated:
– Digital Surface Model (DSM): 5cm grid resolution
– Digital Orthomosaic (DOM): 2.74cm GSD
– Point Cloud Density: 800 points/m²
Reserve Change Quantification
Through 3DMine Mining Software, we implemented:
1. Volumetric Comparison
Mine volume changes between epochs (t1 and t2) calculated as:
$$ΔV = \sum_{i=1}^{n} (Z_{t1,i} – Z_{t2,i}) \cdot A_i$$
Where Z represents elevation values and A is grid cell area (1m² resolution).
2. Extraction Boundary Delineation
Automated change detection identified excavation boundaries through DSM differencing, with thresholding:
$$\text{Excavation Area} = \{ p \in \text{DSM} \mid ΔZ_p > \text{0.3m} \}$$
Case Study: Limestone Quarry Monitoring
We conducted bi-temporal surveys (June and December 2022) at an active quarry:
Data Accuracy Assessment
Control point validation showed sub-decimeter accuracy:
| Epoch | Max ΔXY (cm) | Max ΔZ (cm) | RMSExy | RMSEz |
|---|---|---|---|---|
| June 2022 | 3.4 | 3.8 | 0.021m | 0.027m |
| December 2022 | 4.5 | 4.6 | 0.025m | 0.041m |
Reserve Estimation Comparison
Volumetric results using different DSM resolutions:
| Grid Spacing | Volume Change (m³) | Error vs Traditional (%) | Processing Time (min) |
|---|---|---|---|
| 1m | 299,638.67 | 4.71 | 42 |
| 2m | 294,884.64 | 6.22 | 28 |
| 5m | 289,209.25 | 8.02 | 15 |
| Traditional Survey | 314,442.20 | – | 480 |
The 1m-spacing UAV-derived result showed 93.78% correlation with conventional survey while reducing field time by 18x. Discrepancies primarily occurred in temporary stockpile areas where the surveying UAV detected in-situ material not accounted for in traditional reserve calculations.
Operational Advancements
This surveying UAV methodology delivers:
1. Efficiency Gains
– Survey duration reduction: 8 hours → 23 minutes
– Personnel requirement: 5 crew → 1 operator
– Data processing: 2 days → 4 hours
2. Analytical Enhancements
– Change detection sensitivity: 0.3m vertical resolution
– Volumetric error: <5% vs conventional methods
– 4D change visualization through time-series DSM
3. Safety Improvements
– Elimination of high-risk slope inspections
– Remote monitoring of active blasting zones
– Automated hazard zone identification
Conclusion
Surveying UAV technology revolutionizes reserve dynamic monitoring by integrating: aerial data acquisition, photogrammetric processing, and geospatial analysis. Our implementation demonstrates that surveying drones achieve centimeter-level measurement accuracy while operating at 15% of conventional survey costs. The 3D differencing approach enables precise quantification of reserve changes with 94% correlation to traditional methods. This methodology provides mining operators with an efficient, safe, and accurate solution for compliance with reserve reporting requirements while optimizing resource extraction management. Future developments will integrate multispectral sensors for simultaneous reserve monitoring and ore grade estimation.
