| Literature DB >> 29379113 |
S Bevilacqua1,2, G Guarnieri3,4, G Farella5, A Terlizzi6,7,4, S Fraschetti8,9.
Abstract
In the last decade, the 'Cumulative Pressure and Impact Assessment' (CPIA) approach emerged as a tool to map expected impacts on marine ecosystems. However, CPIA assumes a linear response of ecosystems to increasing level of cumulative pressure weighting sensitivity to different anthropogenic pressures through expert judgement. We applied CPIA to Mediterranean coralligenous outcrops over 1000 km of the Italian coastline. Extensive field surveys were conducted to assess the actual condition of coralligenous assemblages at varying levels of human pressure. As pressure increased, a clear shift from bioconstructors to turf-dominated assemblages was found. The linear model originally assumed for CPIA did not fit the actual relationship between expected cumulative impact versus assemblage degradation. A log-log model, instead, best fitted the data and predicted a different map of cumulative impact in the study area able to appreciate the whole range of impact scenarios. Hence, the relative importance of different drivers in explaining the observed pattern of degradation was not aligned with weights from the expert opinion. Such findings stress the need for more incisive efforts to collect empirical evidence on ecosystem-specific responses to human pressure in order to refine CPIA predictions.Entities:
Year: 2018 PMID: 29379113 PMCID: PMC5789093 DOI: 10.1038/s41598-018-20297-1
Source DB: PubMed Journal: Sci Rep ISSN: 2045-2322 Impact factor: 4.379
Figure 1(a) % of grid cells per number of drivers. (b) % of grid cells exposed to different levels of cumulative pressure (, where P is the value of the pressure associated to the driver i). (c) Pressure of single drivers per number of grid cells (Acidification was excluded due to the fact that it acts uniformly over the region).
Figure 2Condition of assemblages from PCoA analysis in the 26 investigated sites (see Fig. S9). Values of sampled sites along axis 1 of PCoA from the best (Site 2) and the worse (Site 23) recorded conditions were rescaled to vary between 10 and 90. Positions of Site 2 and 23 were assumed to mark the limit between very low-low and between high-very high degradation, respectively. Thresholds from very low to very high were set analogously to Halpern et al.[6] and corresponded to a gradient of increasing degradation of coralligenous outcrops from a condition in which calcified algae and invertebrate builders were dominant towards a turf-dominated condition.
Figure 3Linear/natural logarithmic (upper plot) and log-linear/log-log (lower plot) models of cumulative impact score (I) against the condition of coralligenous assemblages. The linear relationships provided by Halpern et al.[6] was also showed (upper plot). Shaded areas around regression lines represented the 95%CI.
Results of regression analysis of cumulative impact score (I) against the state of coralligenous outcrops using different models.
| Regression analysis | ||||||
|---|---|---|---|---|---|---|
| Model |
| SE | Significance level | AICc | Run test | |
| no. of runs | ||||||
| Linear | 0.40 | 2.41 | *** | 45.90 | 57.93 | 15 |
| Log | 0.47 | 2.28 | *** | 42.93 | 59.19 | 15 |
| Log-Linear | 0.42 | 0.33 | *** | −57.02 | 57.93 | 15 |
| Log-Log | 0.51 | 0.31 | *** | −61.50 | 43.23 | 14 |
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| 10 (Low) | 1.40 | 5.55 | 3.78 | 5.07 | 3.86 | |
| 30 (Medium) | 4.95 | 7.58 | 8.00 | 6.79 | 7.19 | |
| 50 (Medium-High) | 8.47 | 9.62 | 9.97 | 9.10 | 9.59 | |
| 70 (High) | 12.00 | 11.66 | 11.26 | 12.18 | 11.60 | |
| 90 (Very high) | 15.52 | 13.69 | 12.23 | 16.31 | 13.37 | |
Results of AICc and run tests were also reported. SE = standard error of regression. ***P < 0.001. For each model, the corresponding thresholds for ranks of cumulative impact score were provided. Thresholds from Halpern et al.[6] were also reported.
Results of marginal tests and contribution of each driver to explain the multivariate pattern of variation along the gradient of degradation of coralligenous outcrops from sampled sites.
| Driver | Pseudo- |
| Explained variation | |
|---|---|---|---|---|
|
| 11.85 |
| 0.33 | 2.5 |
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| 0.52 | 0.553 | 0.02 | 2.3 |
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| 1.91 | 0.176 | 0.07 | 2.2 |
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| 2.37 | 0.120 | 0.09 | 2.2 |
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| 6.12 |
| 0.20 | 2.1 |
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| 3.39 |
| 0.12 | 1.9 |
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| 1.55 | 0.213 | 0.06 | 1.6 |
|
| 9.56 |
| 0.28 | 1.4 |
Significant results were given in bold. For each driver, weights (w) based on expert opinion from Halpern et al.[36] were also provided.
Figure 4Regional map (WGS84) of cumulative impact score (I) to coralligenous assemblages calculated following the best fitting model (log-log). The whole extent of coralligenous outcrops within 30 m depth at a regional scale was split into six sectors (a–f) to help displaying the spatial distribution of I. All coloured polygons in the map represent the areas characterized by the presence of coralligenous outcrops, whereas different colours indicated different levels of the expected cumulative impact on the outcrops. Limits of I defining different ranks of expected impact, from very low to very high, were reported in brackets. Maps were created using the ArcGIS® 10.1 software by ESRI (Environmental Systems Resource Institute, http://www.esri.com).
Figure 5Spider plot of the number of grid cells assigned to the different classes of I following thresholds based on the linear model provided by Halpern et al.[6], and the new thresholds based on the log-log model from actual data on coralligenous outcrops (respectively reported in violet and blue). Each of the six axes referred to each class of I.