| Literature DB >> 35228557 |
Malwina Schafft1,2, Norman Wagner1,3, Tobias Schuetz4, Michael Veith5.
Abstract
The larval stage of the European fire salamander (Salamandra salamandra) inhabits both lentic and lotic habitats. In the latter, they are constantly exposed to unidirectional water flow, which has been shown to cause downstream drift in a variety of taxa. In this study, a closed artificial creek, which allowed us to keep the water flow constant over time and, at the same time, to simulates with predefined water quantities and durations, was used to examine the individual movement patterns of marked larval fire salamanders exposed to unidirectional flow. Movements were tracked by marking the larvae with VIAlpha tags individually and by using downstream and upstream traps. Most individuals showed stationarity, while downstream drift dominated the overall movement pattern. Upstream movements were rare and occurred only on small distances of about 30 cm; downstream drift distances exceeded 10 m (until next downstream trap). The simulated flood events increased drift rates significantly, even several days after the flood simulation experiments. Drift probability increased with decreasing body size and decreasing nutritional status. Our results support the production hypothesis as an explanation for the movements of European fire salamander larvae within creeks.Entities:
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Year: 2022 PMID: 35228557 PMCID: PMC8885912 DOI: 10.1038/s41598-022-06355-9
Source DB: PubMed Journal: Sci Rep ISSN: 2045-2322 Impact factor: 4.379
Figure 1Schematic representation of the study design in the near-natural artificial creek. Downstream and upstream traps divided seven sections (S1-S7). The colours indicate areas of low (purple), medium (light blue) and high (dark blue) flow velocity. The introduction sites are marked by numbers.
Figure 2Two pairs of upstream and downstream traps. They delimit section S3. Introduction sites 6 and 7 are indicated.
Figure 3Population size estimate for each date with 95% confidence interval. Mean estimate (N) as black circles is shown with the calculated possible range (crosshatched area). Four values of the population estimates are higher than the possible range of values. But as the possible range still is contained in the 95% confidence interval of these four cases, the highest possible value has been used for the calculation of drift rates.
Figure 4Drift rates per day and maximum water flow rate per day over the trial period. High maximum water flow rates indicate the dates of experimental flood simulations.
Sample size (N), mean and standard deviation (M (SD)) with test statistics for each hypothesis.
| Hypothesis | Measure | Before | After | p-value | Test | ||
|---|---|---|---|---|---|---|---|
| N | M (SD) | N | M (SD) | ||||
| H 1 | Drift rate per day in % | 4 | 6.6 (3.8) | 4 | 9.1 (4.5) | 0.049* | Paired t-test |
| H 2 | Drift rate per day in % | 14 | 1.2 (0.9) | 4 | 7 (3.1) | 0.02* | t-test |
*Significant < 0.05.
Generalized linear mixed model with drift as binomial dependant variable.
| Random effects | Groups | Variance | Stand.dev | p-value |
|---|---|---|---|---|
| ID | 66 | 6.77 | 2.6 | < 0.01 |
| date | 20 | 12.31 | 3.5 | < 0.01 |
Individual ID and date as fixed effects, and head width with scaled mass index (SMI) as independent variables obtained the best AIC of 168.4. Marginal R2 (associated with fixed effects) is low, while conditional R2 (associated with fixed effects plus random effects) is high.