| Literature DB >> 25309570 |
Eric N Madrid1, Anna R Armitage1, Jorge López-Portillo2.
Abstract
Over the last several decades, the distribution of the black mangrove Avicennia germinans in the Gulf of Mexico has expanded, in part because it can survive the occasional freeze events and high soil salinities characteristic of the area. Vessel architecture may influence mangrove chilling and salinity tolerance. We surveyed populations of A. germinans throughout the Gulf to determine if vessel architecture was linked to field environmental conditions. We measured vessel density, hydraulically weighted vessel diameter, potential conductance capacity, and maximum tensile fracture stress. At each sampling site we recorded mangrove canopy height and soil salinity, and determined average minimum winter temperature from archived weather records. At a subset of sites, we measured carbon fixation rates using a LI-COR 6400XT Portable Photosynthesis System. Populations of A. germinans from cooler areas (Texas and Louisiana) had narrower vessels, likely reducing the risk of freeze-induced embolisms but also decreasing water conductance capacity. Vessels were also narrower in regions with high soil salinity, including Texas, USA and tidal flats in Veracruz, Mexico. Vessel density did not consistently vary with temperature or soil salinity. In abiotically stressful areas, A. germinans had a safe hydraulic architecture with narrower vessels that may increase local survival. This safe architecture appears to come at a substantial physiological cost in terms of reduction in conductance capacity and carbon fixation potential, likely contributing to lower canopy heights. The current distribution of A. germinans in the Gulf is influenced by the complex interplay between temperature, salinity, and vessel architecture. Given the plasticity of A. germinans vessel characters, it is likely that this mangrove species will be able to adapt to a wide range of potential future environmental conditions, and continue its expansion in the Gulf of Mexico in response to near-term climate change.Entities:
Keywords: Spartina alterniflora; elasticity; evolution; phenotypic plasticity; safe xylem hydraulic architecture; salt marsh; vessel architecture; wetland
Year: 2014 PMID: 25309570 PMCID: PMC4176030 DOI: 10.3389/fpls.2014.00503
Source DB: PubMed Journal: Front Plant Sci ISSN: 1664-462X Impact factor: 5.753
Site locations and average minimum winter (December-February) temperatures over a 10–30 year period.
| Site | Region | Latitude | Longitude | Average winter minimum temperature (°C) |
|---|---|---|---|---|
| Tampa | Florida | 27° 41.957′N | 82° 42.885′W | 18.0 |
| Tarpon Springs | Florida | 28° 13.136′N | 82° 45.249′W | 17.5 |
| Cedar Key | Florida | 29° 9.123′N | 83° 1.841′W | 14.2 |
| Grand Isle | Louisiana | 29° 15.796′N | 89° 58.212′W | 15.3 |
| Port Fourchon | Louisiana | 29° 6.929′N | 90° 12.822′W | 15.3 |
| Cocodrie | Louisiana | 29° 10.480′N | 90° 38.925′W | 15.3 |
| Sabine Pass | Texas | 29° 41.332′N | 93° 50.576′W | 15.4 |
| Galveston | Texas | 29° 19.935′N | 94° 44.890′W | 18.5 |
| San Luis Pass | Texas | 29° 5.125′N | 95° 8.376′W | 18.5 |
| Port O’Connor | Texas | 28° 27.813′N | 96° 24.982′W | 17.9 |
| Aransas Pass | Texas | 27° 51.110′N | 97° 5.049′W | 19.6 |
| Corpus Christi | Texas | 27° 35.677′N | 97° 16.414′W | 19.6 |
| Port Isabel | Texas | 26° 0.448′N | 97° 18.464′W | 19.5 |
| Mata de Chávez | Veracruz: Tidal flat | 22° 5.508′N | 97° 51.652′W | 21.2 |
| El Llano | Veracruz: Tidal flat | 19° 39.947′N | 96° 24.173′W | 21.2 |
| La Mancha | Veracruz: Tidal flat | 19° 35.588′N | 96° 23.217′W | 21.2 |
| Ca no Grande | Veracruz: Flood basin | 19° 33.883′N | 96° 23.262′W | 21.2 |
| Laguna del Ostión | Veracruz: Flood basin | 18° 10.710′N | 94° 38.280′W | 21.2 |
Results of one-way ANOVA comparing tree and environmental characteristics among five regions of the Gulf of Mexico.
| df | MS | |||
|---|---|---|---|---|
| Canopy height | 4 | 40.0 | 270.2 | <0.001 |
| Soil salinity | 4 | 19.4 | 33.6 | <0.001 |
| Hydraulically weighted vessel diameter | 4 | 19.5 | 32.8 | <0.001 |
| Vessel density | 4 | 4.6 | 4.9 | 0.001 |
| Total vessel area | 4 | 11.9 | 15.6 | <0.001 |
| Maximum stress | 4 | 12.2 | 19.8 | <0.001 |
Summary of results from principal components analysis, showing the correlation coefficients of each response variable with the three significant principal components.
| PC1 | PC2 | PC3 | |
|---|---|---|---|
| Canopy height (cm) | 0.341 | - | - |
| Soil salinity | - | - | 0.017 |
| Hydraulically weighted vessel diameter (μm) | -0.106 | -0.037 | |
| Vessel density (#/mm2) | 0.059 | - | |
| Total vessel area (mm2/mm2 xylem) | -0.286 | ||
| Maximum stress (n/mm2) | 0.318 | 0.314 | -0.277 |
| Minimum temperature | -0.184 | - | - |
| Total variance explained (%) | 34.8 | 22.9 | 19.1 |