Mapping and Monitoring the Multi-Decadal Dynamics of Australia’s Open Waterbodies Using Landsat
Abstract
:1. Introduction
- Use Water Observations from Space (WOfS) [19] inundation frequency from 1987–2018 to generate waterbody polygons delineating each waterbody’s maximum surface extent over this period.
- Quantify the time series of water surface area for each polygon for all available Landsat observations (1987–present).
- Demonstrate how these polygon-specific time series can be aggregated to provide insight into water availability.
2. Materials and Methods
2.1. Study Area
2.2. Satellite Imagery
2.3. Water Observations from Space (WOfS)
3. Workflow
- Check each pixel has been observed ≥128 times over the period 1987–2018 (equates to at least four observations per year of analysis) to exclude pixels that are very infrequently observed.
- Check each pixel meets a wet frequency threshold, to define waterbodies only where water persists in the landscape. We used two thresholds to generate two wet layers: 5% and 10%. These two thresholds were used in combination to ensure that infrequently inundated portions of larger waterbodies were included in the final polygons (see Appendix A).
- Turn wet pixels into polygons. This facilitates an object-based, rather than a pixel-based analysis.
- Merge polygons artificially cut by tile boundaries. Tile boundaries are an artefact of the way the data are stored and adjoining waterbodies need to be connected.
- Filter polygons by minimum size. We applied a five Landsat pixel (25 by 25 m) minimum size limit (3125 m2).
- Remove polygons containing ocean. We applied a custom ocean mask to remove ocean and ocean-connected waterbodies from the final dataset.
- Remove polygons within city centres. The WOfS classifer can mistake deep shadows from high-rise buildings for water, so we remove any waterbodies identified within high-rise city regions.
- Find polygons within the 5% wet frequency threshold layer that intersect with the 10% wet frequency threshold layer. The locations of the waterbody polygons are defined by the 10% wet frequency threshold, but the extent of the polygon is defined by the 5% wet frequency threshold.
- Use the Polsby–Popper test [53] to identify and manually split very large polygons. The Polsby–Popper statistic was used as an objective means of identifying very long and/or complicated polygons for manual curation.
- Generate a geohash identifier for each polygon. A geohash was used to generate a unique identifier for each mapped waterbody polygon.
4. Time Series Extraction for Each Polygon
5. Results
5.1. Validation
5.1.1. Polygon Validation
5.1.2. Surface Area Time Series Validation
5.2. Case Studies of DEA Waterbodies Insights
5.2.1. Per Waterbody
5.2.2. Per Region
5.2.3. National/Continental
6. Discussion
6.1. Accuracies and Limitations of DEA Waterbodies
- They might be too small: DEA Waterbodies only maps waterbodies larger than 3125 m2 (five whole Landsat pixels).
- They might not have been wet enough: DEA Waterbodies only maps waterbodies that have been observed as wet at least 10% of the time between 1987 and 2018. If a waterbody fills very infrequently, it may not meet this threshold.
- The waterbodies might have too much vegetation surrounding them: The WOfS classifier does not work well where water is combined with vegetation. If there is vegetation obscuring the water (like a tree leaning across a river, or a wetland), the classifier will not see this as water and the waterbody may not be mapped.
- The waters in the waterbodies are not classified as water: Sediment rich water or other unusual water spectra [60], like those in algae-rich waterbodies can confuse the WOfS classifier, resulting in the pixels being incorrectly classified as not water.
- The waterbodies might be new: Waterbodies that have been constructed or modified after 2016 may not be captured within this tool as they will not have been observed as wet at least 10% of the time between 1987 and 2018. Future updates of this product should capture newer waterbodies.
6.2. Comparison of DEA Waterbodies against Other Datasets
6.3. DEA Waterbodies Applied Case Study
7. Conclusions
Author Contributions
Funding
Data Availability Statement
Acknowledgments
Conflicts of Interest
Appendix A
Appendix A.1. Step 1: Check Each Pixel Has Been Observed ≥128 Times
Appendix A.2. Step 2: Check Each Pixel Meets 5% and/or 10% Wet Frequency Threshold
Appendix A.3. Step 3: Turn Wet Pixels into Polygons
Appendix A.4. Step 4: Merge Polygons Artificially Cut by Tile Boundaries
Appendix A.5. Step 5: Filter Polygons by Max and Min Size
Appendix A.6. Step 6: Remove Polygons Containing Ocean
Appendix A.7. Step 7: Remove Polygons within CBDs
Appendix A.8. Step 8: Find Polygons within the 5% Wet Frequency Threshold Layer That Intersect with the 10% Wet Frequency Threshold Layer
Appendix A.9. Step 9: Use the Polsby-Popper Test to Identify and Split Very Large Polygons
Appendix A.10. Step 10: Generate a Geohash ID for Each Polygon
Appendix B. Geofabric Polygon Comparison
Appendix C. Water Data Online Time Series Comparison
- The gauge needed to have at least 10 years of data.
- Depth and volume measurements needed to be related, i.e., an increase in depth needed to be associated with an increase in volume.
- Gauges at weirs and locks were removed, since a gauged volume at a weir is not comparable to a waterbody polygon, and they cannot be meaningfully compared.
- Exceptionally noisy gauge time series were removed. This was determined by manual inspection of each time series. Gauges were removed where there were erroneous spikes in data, prolonged data gaps and values that didn’t change over time, where they could be expected to.
- Gauges that did not correspond to a polygon of a waterbody in DEA Waterbodies were removed.
Gauge | ρ |
---|---|
Arthurs Lake—At Pump Station | 0.889 |
Aroona Creek/Dam | 0.845 |
Brogo Dam | 0.506 |
Bronte Lagoon—At Dam | 0.713 |
Burbury Lake—At Crotty Dam | 0.442 |
Burrendong Dam | 0.991 |
Barkers Creek Storage | 0.955 |
Bjelke-Petersen Dam | 0.989 |
Boondooma Dam | 0.986 |
Burdekin Falls Dam | 0.948 |
Cargelligo Storage | 0.950 |
Cluny Lagoon—At Dam | 0.358 |
Cairn Curran Reservoir | 0.993 |
Callide Dam (Intake) | 0.997 |
Canning Wsl—Logger Data | 0.934 |
Canning Wsl-Ranger | 0.934 |
Cascade Ck Dam No. 2 | 0.364 |
Churchman Bk Wsl-Ranger | 0.900 |
Clarendon Head Water | 0.973 |
Coolmunda Dam | 0.990 |
Corin Res. At Dam | 0.860 |
Cotter Res. At Dam | 0.723 |
Devilbend Reservoir | 0.787 |
Dartmouth | 0.913 |
Drakes Bk Wsl | 0.729 |
Echo Lake—At Dam | 0.665 |
Eildon | 0.989 |
Eungella Dam | 0.923 |
Fellmongers C At Res | 0.887 |
Fairbairn Dam | 0.992 |
Fred Haigh Dam | 0.974 |
Great Lake—At Poatina Inlet | 0.737 |
Greaves Creek Dam | 0.849 |
Geehi At Geehi Res | 0.326 |
Glen Mervyn Wsl—Logger | 0.907 |
Googong Res At Dam | 0.855 |
Greens Lake | 0.968 |
Guthega Pondage Rl | 0.437 |
Happy Valley Reservoir (Sa Water) | 0.702 |
Harding Dam Water Levels—Site Readings | 0.953 |
Harris Wsl | 0.846 |
Harvey Dam Water Level | 0.974 |
Harvey Dam Water Level-Logger | 0.970 |
Harvey Dam Water Level-Manual | 0.975 |
Jounama Pondage Rl | 0.854 |
Julius Dam Hw | 0.661 |
Keepit Dam | 0.998 |
Kangaroo Creek Reservoir (Sa Water) | 0.959 |
Kerferd Reservoir | 0.720 |
Kinchant Dam Hw | 0.864 |
Kroombit Dam | 0.946 |
L Pamararoo Copi H | 0.943 |
L Wetherell Tandure | 0.962 |
Lake Cawndilla | 0.982 |
Lal Lal Res. H.G. | 0.901 |
Laughing Jack Lagoon—At Dam | 0.879 |
Lake Awoonga | 0.817 |
Lake Eucumbene Rl | 0.955 |
Lake Mokoan | 0.991 |
Lake Nillahcootie | 0.954 |
Lake Paluma | 0.666 |
Lake Victoria Wl | 0.884 |
Leslie Dam | 0.993 |
Little Para Reservoir (Sa Water) | 0.944 |
Logue Brook Wsl | 0.986 |
Loombah Reservoir | 0.369 |
Mackenzie Lake—At Dam | 0.809 |
Mackintosh Lake—At Dam | 0.470 |
Margaret Lake—At Dam | 0.128 |
Moorabool Wb Res Hg | 0.960 |
Malmsbury Reservoir | 0.988 |
Mccay Storage | 0.687 |
Millbrook Reservoir (Sa Water) | 0.880 |
Moochalabra WSL | 0.825 |
Moochalabra Wsl Logged Dow | 0.574 |
Mt Bold Reservoir (Sa Water) | 0.957 |
Mundaring Wsl-Logger | 0.930 |
Mundaring Wsl-Ranger | 0.911 |
Myponga Reservoir (Sa Water) | 0.931 |
New Victoria Water Level-Ranger | 0.930 |
Nil Gully Reservoir | 0.351 |
North Pine | 0.935 |
Nth Dandalup Wsl—Logger Data | 0.968 |
Pine Tier Lagoon—At Dam | 0.692 |
Paradise Dam | 0.925 |
Peter Faust Dam | 0.950 |
Prospect Reservoir | 0.664 |
Quickup Wsl—Logger | 0.768 |
Rocklands Reservoir | 0.986 |
Ross Dam | 0.961 |
Silvan Reservoir | 0.360 |
Scabby Gully Dam Wsl Logger | 0.622 |
Serpentine Main Dam Wsl—Ranger | 0.954 |
South Para Reservoir (Sa Water) | 0.940 |
St.Clair Lake—at Pump House Point | 0.330 |
Sth Dandalup Wsl-Ranger | 0.968 |
Stirling Wsl—Logger Data | 0.856 |
Thomson Reservoir | 0.957 |
Trevallyn Lake—At Dam | 0.389 |
Talbingo Res—Ro | 0.224 |
Tantangara Dam Rl | 0.985 |
Teemburra Dam | 0.712 |
Upper Coliban Reservoir | 0.944 |
Upper Stony Creek No. 2 | 0.601 |
Upper Stony Creek No. 3 | 0.876 |
Upper Stony Creek Reservoirs | 0.362 |
Waranga Basin | 0.987 |
Watts Riv-Maroondah | 0.868 |
Wayatinah Lagoon—At Intake | 0.621 |
Windamere Dam | 0.962 |
Woods Lake—At Dam | 0.776 |
Woronora R. @ Dam | 0.824 |
Waroona Dam Water Level Logger | 0.842 |
Warragamba | 0.907 |
Wartook Reservoir | 0.752 |
White Swan | 0.928 |
Wurdee Boluc Reservoir | 0.855 |
Yarra Riv-Uy Res Hg | 0.927 |
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Krause, C.E.; Newey, V.; Alger, M.J.; Lymburner, L. Mapping and Monitoring the Multi-Decadal Dynamics of Australia’s Open Waterbodies Using Landsat. Remote Sens. 2021, 13, 1437. https://doi.org/10.3390/rs13081437
Krause CE, Newey V, Alger MJ, Lymburner L. Mapping and Monitoring the Multi-Decadal Dynamics of Australia’s Open Waterbodies Using Landsat. Remote Sensing. 2021; 13(8):1437. https://doi.org/10.3390/rs13081437
Chicago/Turabian StyleKrause, Claire E., Vanessa Newey, Matthew J. Alger, and Leo Lymburner. 2021. "Mapping and Monitoring the Multi-Decadal Dynamics of Australia’s Open Waterbodies Using Landsat" Remote Sensing 13, no. 8: 1437. https://doi.org/10.3390/rs13081437
APA StyleKrause, C. E., Newey, V., Alger, M. J., & Lymburner, L. (2021). Mapping and Monitoring the Multi-Decadal Dynamics of Australia’s Open Waterbodies Using Landsat. Remote Sensing, 13(8), 1437. https://doi.org/10.3390/rs13081437