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name: reservoir-capacity-change description: > Establish level-area-storage relationships from multi-period water surface, DEM, and water level data. Monitor reservoir capacity change and sedimentation trends. Use when analyzing reservoir storage changes, estimating current capacity, or detecting sedimentation from area-level curve shifts.

Reservoir Capacity Change

Combines multi-period water surface extent, DEM, and water level data to establish level-area-storage relationships, monitoring capacity change and sedimentation trends.

Trigger

Use when the user wants to:

• Estimate current reservoir capacity from DEM and water level data
• Analyze area-level relationships over time for sedimentation signals
• Compute storage curves and their uncertainty
• Compare storage between two periods
• Generate water extent time series from DEM + water levels

CLI Usage

# Synthetic demo mode (no input files needed)
python scripts/reservoir_capacity_change.py --output-dir ./rcc-output

# With input DEM GeoTIFF
python scripts/reservoir_capacity_change.py \
  --dem ./data/reservoir_dem.tif \
  --water-levels ./data/water_levels.csv \
  --output-dir ./rcc-output

# With bounding box for area computation
python scripts/reservoir_capacity_change.py \
  --dem ./data/dem.tif \
  --bbox 116.0 39.5 116.5 40.0 \
  --output-dir ./rcc-output

# With vertical datum specification
python scripts/reservoir_capacity_change.py \
  --dem ./data/dem.tif \
  --dem-datum WGS84 \
  --water-level-datum WGS84 \
  --confidence 0.99 \
  --mc-iterations 1000 \
  --output-dir ./rcc-output

Parameters

Parameter	Default	Description
--dem	None	Path to DEM GeoTIFF
--water-levels	None	Path to water levels CSV (date, level columns)
--reservoir-boundary	None	Path to reservoir boundary GeoJSON/Shapefile
--place	None	Place name for AOI lookup
--bbox	None	Bounding box: xmin ymin xmax ymax
--aoi-file	None	Path to AOI geometry file
--start-date	None	Start date (ISO 8601)
--end-date	None	End date (ISO 8601)
--dates	None	List of dates
--curve-method	trapezoidal	Curve method: trapezoidal, prism
--reference-level	None	Reference elevation level (m)
--dem-error	5.0	DEM vertical RMSE (meters)
--water-level-error	0.3	Water level measurement error (meters)
--water-body-error	1.0	Water boundary delineation error (pixels)
--mc-iterations	500	Monte Carlo iterations
--mc-seed	42	Monte Carlo random seed
--confidence	0.95	Confidence level for uncertainty
--dem-datum	None	DEM vertical datum
--water-level-datum	None	Water level vertical datum
--output-dir	./rcc-output	Output directory

Output

File	Description
area_level_curve.csv	Elevation-area relationship
storage_curve.csv	Elevation-area-storage curve
storage_timeseries.csv	Storage time series
water_extent_timeseries.csv	Water extent time series
uncertainty.json	Monte Carlo uncertainty analysis
request.json	Analysis request metadata
dataset-manifest.json	Dataset inventory
output-manifest.json	Output file inventory
qa.json	Quality assurance checks

Curve Methods

Method	Description	Formula
trapezoidal	Area by pixel counting, storage by trapezoidal integration	V(h) = integral of A(h) dh
prism	Direct prism summation per pixel	V(h) = sum(max(h - DEM_i, 0)) * pixel_area

Key Algorithms

Area at Level

Counts pixels with elevation <= water level, multiplied by pixel area. Handles both projected and geographic CRS (latitude correction).

Storage at Level (Prism Method)

For each inundated pixel, computes water depth = level - elevation, then sums depth * pixel area across all inundated pixels.

Trapezoidal Integration

Computes area at each level, then integrates using trapezoidal rule: V(h_i) = V(h_{i-1}) + (A_i + A_{i-1}) / 2 * dh

Monotonicity Enforcement

Area and storage curves are enforced non-decreasing by cumulative maximum.

Monte Carlo Uncertainty

Propagates DEM vertical error, water level measurement error, and water boundary delineation error through Monte Carlo simulation. Produces confidence intervals at each elevation level.

Exit Codes

Code	Meaning
0	Success
2	Argument error
3	Dependency missing
6	Data validation failure
7	Processing failure

Limitations

• Public DEMs (SRTM, Copernicus DEM) represent post-impoundment topography and cannot capture original reservoir basin shape
• Sediment deposition alters topography over time; single DEM cannot represent multi-period bathymetry
• Water level and satellite image dates may not coincide exactly
• Mixed pixel effects at water boundaries cause area uncertainty
• Relative storage change is more reliable than absolute storage volume
• Absolute storage requires known vertical datum and calibration data
• Outputs are analysis aids; engineering safety decisions require human review

References

• Sawunyama, T. (2009). Estimating storage in reservoirs using remote sensing. IAHS Publ. 333.
• Zhang, S. et al. (2014). Capability evaluation of retrieving reservoir parameters from satellite imagery.
• McFeeters, S.K. (1996). The use of Normalized Difference Water Index. Remote Sensing.

数据下载

本 skill 可自动从 Microsoft Planetary Computer 下载数据 (无需 API key):

python reservoir_capacity_change.py --bbox 116,39,117,40 --date-range 2024-06-01,2024-06-30 --output-dir <tmp>

• --bbox W,S,E,N: WGS-84 边界框 (西, 南, 东, 北)
• --date-range START,END: 日期范围 (YYYY-MM-DD,YYYY-MM-DD)
• --aoi-file <path.geojson>: 替代 --bbox 的 GeoJSON 多边形
• --cache-dir <path>: 缓存目录 (默认 ~/.geoskill_cache)

当用户只给 --bbox + --date-range (没有 --dem) 时，skill 自动下载数据。 当用户给 --dem 时，走原文件路径 (向后兼容)。