| Literature DB >> 24223283 |
Brett A Werner1, W Carter Johnson, Glenn R Guntenspergen.
Abstract
The Prairie Pothole Region (PPR) of North America is a globally important resource that provides abundant and valuable ecosystem goods and services in the form of biodiversity, groundwater recharge, water purification, flood attenuation, and water and forage for agriculture. Numerous studies have found these wetlands, which number in the millions, to be highly sensitive to climate variability. Here, we compare wetland conditions between two 30-year periods (1946-1975; 1976-2005) using a hindcast simulation approach to determine if recent climate warming in the region has already resulted in changes in wetland condition. Simulations using the WETLANDSCAPE model show that 20th century climate change may have been sufficient to have a significant impact on wetland cover cycling. Modeled wetlands in the PPR's western Canadian prairies show the most dramatic effects: a recent trend toward shorter hydroperiods and less dynamic vegetation cycles, which already may have reduced the productivity of hundreds of wetland-dependent species.Entities:
Keywords: Climate change; North American wetlands; PPR; Prairie Pothole Region; cover cycle; hindcasting; prairie wetlands; simulation; wetlands
Year: 2013 PMID: 24223283 PMCID: PMC3797492 DOI: 10.1002/ece3.731
Source DB: PubMed Journal: Ecol Evol ISSN: 2045-7758 Impact factor: 2.912
Figure 1The Prairie Pothole Region (PPR) encompasses parts of five U.S. states and three Canadian provinces. Weather stations with long-term (≥100 years) climate datasets are identified (adapted from Fig. 1 in Johnson et al. 2010).
Figure 2Main hydrologic variables computed by WLS for a prairie wetland complex. ET, evapotranspiration; GW, groundwater (adapted from Fig. 2 in Johnson et al. 2010).
Figure 3The cover cycle of semipermanent wetlands is driven by drought and deluge episodes. Extended low surface water periods create dry marsh conditions, while protracted high water floods out vegetation, leading to lake marsh conditions. Normal rainfall allows for hemi-marsh conditions, a category that includes both regenerating and degenerating marsh stages (adapted from Fig. 8 in Poiani and Johnson 1991).
Water depth thresholds required to produce switches between cover cycle stages in WLS (after Poiani et al. 1995)
| Current stage | New stage | Maximum depth (meters) | Duration |
|---|---|---|---|
| Lake marsh | Hemi-marsh | <0.5 | May–July |
| Hemi-marsh | Lake marsh | >0.75 | 2 years |
| Hemi-marsh | Dry marsh | <0.1 | May–July |
| Dry marsh | Hemi-marsh | Between 0.4 and 1.0 | 1.5 years |
| Dry marsh | Lake marsh | >0.75 | 2 years |
Figure 4Flow diagram outlines the methodological approach, including field observations and calibration, modeling approach to hydrology and cover cycle, and simulation assumptions along with input variables.
Figure 5Broad patterns of cover cycle dynamics across the PPR during two 30-year periods based on the CCI. (A) shows the 1946–1975 simulation period. (B) shows the 1976–2005 simulation period.
Climate data comparisons for 19 PPR weather stations that show the 30-year means for yearly precipitation (mm) and 30-year means for minimum and maximum daily air temperatures (°C)
| Station | Prec 46-75 | Prec 76-05 | Tmin 46-75 | Tmin 76-05 | Tmax 46-75 | Tmax 76-05 |
|---|---|---|---|---|---|---|
| Poplar, MT | 406.2 | 402.2 | −2.03 | −1.03 | 13.03 | 14.23 |
| Medicine Hat, AB | 417.6 | 402.3 | −1.47 | −0.70 | 11.49 | 12.47 |
| Saskatoon, SK | 435.6 | 411.2 | −4.59 | −3.62 | 7.46 | 8.54 |
| Regina, SK | 467.6 | 450.3 | −4.29 | −3.34 | 8.23 | 9.23 |
| Ranfurly, AB | 518.1 | 516.7 | −4.37 | −3.06 | 7.13 | 8.24 |
| Muenster, SK | 465.2 | 477.7 | −4.81 | −3.63 | 6.06 | 7.07 |
| Aberdeen, SD | 540.7 | 620.5 | −0.79 | 0.19 | 12.71 | 12.83 |
| Academy, SD | 640.5 | 696.3 | 1.74 | 1.57 | 15.97 | 15.60 |
| Mitchell, SD | 642.1 | 711.2 | 1.68 | 1.94 | 15.23 | 14.51 |
| Watertown, SD | 660.3 | 668.0 | −0.62 | 0.32 | 11.73 | 12.21 |
| Brookings, SD | 641.3 | 706.7 | −0.57 | −0.10 | 12.71 | 12.07 |
| Bottineau, ND | 533.0 | 526.3 | −3.81 | −2.75 | 9.15 | 9.75 |
| Minot, ND | 640.5 | 696.3 | −2.28 | −1.43 | 10.16 | 10.62 |
| Graysville, MB | 614.0 | 650.0 | −3.67 | −2.68 | 8.36 | 9.33 |
| Wahpeton, ND | 653.3 | 669.3 | −0.31 | 0.26 | 12.07 | 12.11 |
| Crookston, MN | 540.7 | 620.5 | −1.94 | −1.44 | 10.48 | 10.37 |
| Morris, MN | 713.5 | 774.2 | −0.39 | −0.12 | 11.14 | 11.50 |
| Webster City, IA | 891.7 | 1022.3 | 2.50 | 2.53 | 14.53 | 14.67 |
| Algona, IA | 870.8 | 927.0 | 1.95 | 2.22 | 13.92 | 13.61 |
Climate variable abbreviations are Prec, precipitation; Tmin, minimum temperature; Tmax, maximum temperature; 46-75, 1946–1975; 76-05, 1976–2005. State and province abbreviations are IA, Iowa; MN, Minnesota; MT, Montana; ND, North Dakota; SD, South Dakota; AB, Alberta; MB, Manitoba; SK, Saskatchewan.
Figure 6omparison of CCI scores between two 30-year periods for 19 weather stations grouped by subregion in the PPR.
Cover cycle index (CCI) values are shown for each PPR weather station and period, along with component variables
| Station | 1946–1975 | 1976–2005 | ||||||||
|---|---|---|---|---|---|---|---|---|---|---|
| Lake | Hemi | Dry | Switches/basin | CCI | Lake | Hemi | Dry | Switches/basin | CCI | |
| Poplar, MT | 0 | 1 | 99 | 0.67 | 0.06 | 0 | 0 | 100 | 0.00 | 0.00 |
| Medicine Hat, AB | 0 | 10 | 90 | 0.67 | 0.15 | 0 | 0 | 100 | 0.00 | 0.00 |
| Saskatoon, SK | 2 | 6 | 92 | 2.33 | 0.22 | 0 | 2 | 98 | 0.33 | 0.04 |
| Regina, SK | 15 | 22 | 64 | 5.00 | 0.57 | 2 | 10 | 87 | 1.33 | 0.20 |
| Ranfurly, AB | 25 | 41 | 34 | 4.33 | 0.71 | 31 | 30 | 39 | 3.33 | 0.53 |
| Muenster, SK | 20 | 34 | 46 | 3.33 | 0.57 | 9 | 41 | 50 | 2.33 | 0.57 |
| Aberdeen, SD | 21 | 51 | 28 | 4.00 | 0.78 | 39 | 56 | 4 | 3.67 | 0.82 |
| Academy, SD | 32 | 34 | 34 | 6.33 | 0.79 | 58 | 31 | 11 | 5.67 | 0.71 |
| Mitchell, SD | 13 | 25 | 62 | 4.33 | 0.56 | 66 | 13 | 21 | 5.00 | 0.49 |
| Watertown, SD | 64 | 36 | 0 | 2.33 | 0.52 | 81 | 17 | 2 | 3.33 | 0.41 |
| Brookings, SD | 54 | 30 | 16 | 4.00 | 0.58 | 92 | 8 | 0 | 1.00 | 0.15 |
| Bottineau, ND | 14 | 39 | 46 | 4.33 | 0.70 | 19 | 23 | 58 | 3.67 | 0.49 |
| Minot, ND | 28 | 15 | 57 | 3.00 | 0.36 | 42 | 31 | 28 | 4.00 | 0.59 |
| Graysville, MB | 59 | 14 | 26 | 2.67 | 0.33 | 60 | 40 | 0 | 2.67 | 0.59 |
| Wahpeton, ND | 57 | 13 | 31 | 3.00 | 0.34 | 31 | 61 | 8 | 4.00 | 0.89 |
| Crookston, MN | 48 | 52 | 0 | 1.67 | 0.63 | 36 | 54 | 10 | 3.00 | 0.75 |
| Morris, MN | 93 | 7 | 0 | 0.67 | 0.11 | 100 | 0 | 0 | 0.00 | 0.00 |
| Webster City, IA | 100 | 0 | 0 | 0.00 | 0.00 | 100 | 0 | 0 | 0.00 | 0.00 |
| Algona, IA | 100 | 0 | 0 | 0.00 | 0.00 | 100 | 0 | 0 | 0.00 | 0.00 |
Variables include the percentage of time spent in each of the three cover cycle classes (Lake: lake marsh; Hemi: hemi-marsh; Dry: dry marsh), and the average number of switches per semipermanent basin (an average of three modeled basins). The time spent in hemi-marsh and the number of switches are the two variables used to calculate CCI, and the time spent in lake marsh and dry marsh enable comparisons of the relative wetness or dryness of model wetlands over each 30-year simulation period. See Table 2 for state and province abbreviations.