| Literature DB >> 26380659 |
Knut Marius Myrvold1, Brian P Kennedy2.
Abstract
Self-thinning patterns are frequently used to describe density dependence in populations on timescales shorter than the organism's life span and have been used to infer carrying capacity of the environment. Among mobile animals, this concept has been used to document density dependence in stream salmonids, which compete over access to food and space. The carrying capacity, growth conditions, and initial cohort sizes often vary between streams and stream sections, which would influence the onset and strength of the density dependence. Despite much effort in describing habitat relationships in stream fishes, few studies have explicitly tested how the physical environment affects the slope of the thinning curves. Here, we investigate the prevalence and strength of self-thinning in juvenile stages of a steelhead (Oncorhynchus mykiss) population in Idaho, USA. Further, we investigate the roles of local physical habitat and metabolic constraints in explaining the variation in thinning curves among study sites in the watershed. Only yearling steelhead exhibited an overall significant thinning trend, but the slope of the mass-density relationship (-0.53) was shallower than predicted by theory and reported from empirical studies. There was no detectable relationship in subyearling steelhead. Certain abiotic factors explained a relatively large portion of the variation in the strength of the self-thinning among the study reaches. For subyearling steelhead, the slopes were negatively associated with the average water depth and flow velocity in the study sites, whereas slopes in yearlings were steeper in sites that incurred a higher metabolic cost. Our results show that the prevalence and strength of density dependence in natural fish populations can vary across heterogeneous watersheds and can be more pronounced during certain stages of a species' life history, and that environmental factors can mediate the extent to which density dependence is manifested in predictable ways.Entities:
Keywords: Bioenergetics; Idaho; Oncorhynchus mykiss; density dependence; regulation; steelhead
Year: 2015 PMID: 26380659 PMCID: PMC4569021 DOI: 10.1002/ece3.1591
Source DB: PubMed Journal: Ecol Evol ISSN: 2045-7758 Impact factor: 2.912
Figure 1A yearling steelhead (Oncorhynchus mykiss) in Lapwai Creek, Idaho, USA.
Figure 2The map shows the four major streams of the Lapwai Creek watershed and its location in North Central Idaho, USA (insert). The watershed is part of the Columbia River Basin which drains to the Pacific Ocean. The study sites were sampled on average five times in 2010 and five times in 2011.
Sample characteristics of the 16 study sites in the Lapwai Creek watershed, USA, showing the average mass of subyearling and yearling steelhead in August 2011, the elevation of the site and the channel width, and the average channel covariates and their standard deviations (in parentheses) used in the modeling of this study. Slow and shallow refers to the proportion of the study reach that was <6 cm deep with flow velocity <0.15 ms−1
| Site | Subyearling (g) | Yearling (g) | Elevation (m) | Width (m) | % Riffle | % Run | % Pool | % Glide | Depth (cm) | Velocity (ms−1) | Substrate (mm) | % Slow and shallow | Cost (Jg−1 day−1) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| LLL | 17 (7) | 124 (47) | 280 | 5.1 (2.2) | 21 | 57 | 14 | 7 | 22 (12) | 0.34 (0.25) | 129 (61) | 50 | 212 (24) |
| LLU | 12 (4) | 60 (16) | 324 | 5.4 (1.5) | 24 | 24 | 6 | 47 | 21 (11) | 0.31 (0.20) | 113 (47) | 20 | 206 (26) |
| LSX | 13 (0) | 50 (3) | 390 | 4.8 (1.2) | 45 | 35 | 20 | 0 | 20 (15) | 0.42 (0.23) | 108 (70) | 2 | 197 (27) |
| MLX | 10 (3) | 52 (11) | 357 | 3.7 (1.0) | 55 | 20 | 25 | 0 | 17 (12) | 0.24 (0.20) | 105 (73) | 5 | 217 (23) |
| ULL | 6 (2) | No data | 449 | 4.8 (1.9) | 47 | 6 | 12 | 35 | 13 (8) | 0.14 (0.15) | 128 (98) | 31 | 201 (13) |
| ULM | 5 (1) | 41 (11) | 585 | 4.0 (0.8) | 47 | 24 | 12 | 18 | 10 (8) | 0.16 (0.13) | 141 (77) | 41 | 198 (26) |
| ULU | 4 (1) | 59 (24) | 693 | 3.8 (1.2) | 40 | 40 | 10 | 10 | 12 (8) | 0.19 (0.16) | 213 (186) | 21 | 190 (21) |
| UML | 8 (4) | 77 (8) | 411 | 2.7 (1.2) | 15 | 15 | 15 | 55 | 9 (5) | 0.08 (0.09) | 119 (66) | 36 | 217 (29) |
| UMM | 5 (2) | 25 (4) | 472 | 4.1 (1.2) | 95 | 0 | 5 | 0 | 7 (4) | 0.13 (0.10) | 124 (96) | 48 | 206 (31) |
| UMU | 4 (1) | 29 (19) | 629 | 3.6 (1.0) | 32 | 21 | 32 | 16 | 11 (5) | 0.15 (0.14) | 238 (226) | 17 | 183 (33) |
| USL | 11 (3) | 78 (31) | 448 | 3.0 (1.3) | 5 | 55 | 15 | 25 | 23 (13) | 0.41 (0.28) | 137 (180) | 2 | 188 (29) |
| USM | 8 (2) | 71 (58) | 531 | 4.0 (2.2) | 5 | 30 | 35 | 30 | 31 (16) | 0.29 (0.27) | 86 (56) | 1 | 179 (27) |
| USU | 5 (1) | 58 (29) | 575 | 3.1 (0.7) | 20 | 65 | 15 | 0 | 19 (9) | 0.46 (0.30) | 107 (73) | 1 | 174 (27) |
| UWL | 4 (2) | 54 (47) | 438 | 2.5 (0.8) | 23 | 31 | 31 | 15 | 12 (12) | 0.11 (0.11) | 85 (48) | 83 | 196 (31) |
| UWM | 4 (1) | 36 (26) | 490 | 2.8 (1.0) | 63 | 11 | 21 | 5 | 11 (9) | 0.14 (0.13) | 103 (58) | 22 | 189 (32) |
| UWU | 3 (1) | 37 (26) | 525 | 2.4 (0.7) | 47 | 5 | 26 | 21 | 11 (9) | 0.16 (0.15) | 159 (98) | 26 | 183 (33) |
Candidate models for explaining the site-level variation in self-thinning slopes. Shown for the respective age classes is the AIC value for the model that included the site-level covariate pred in the following equation 3
| Variable | AIC subyearling | AIC yearling |
|---|---|---|
| Energetic cost (Jg−1 day−1) | 174.7 | 111.2 |
| Riffle habitat (%) | 171.0 | 131.3 |
| Run habitat (%) | 171.9 | 131.3 |
| Pool habitat (%) | 174.8 | 128.0 |
| Glide habitat (%) | 175.3 | 131.3 |
| Average water depth (cm) | 168.5 | 130.9 |
| Average flow velocity (ms−1) | 170.0 | 131.0 |
| Average substrate size (mm) | 172.4 | 129.0 |
| Slow and shallow (%) | 175.2 | 131.0 |
Figure 3The relationship between average mass and density for subyearling (blue circles) and yearling (red circles) steelhead in 2010 and 2011 across the 16 study sites in the Lapwai Creek watershed, USA. The data are based on an average of five visits to each site each year and are shown on a logarithmic scale with base 10.
Parameter estimates for the empty (unconditional) model, the base model, and the best approximating models from the model selection of site-level factors which could explain the variation in thinning slopes. Shown are the model structures, parameter estimates with standard error in parentheses for the variables, and the intraclass correlation for site-level factors, with the proportion of explainable variation that was explained by the inclusion of the site-level variable in parentheses
| Age class and type | Model | Variable | Estimate (SE) | ICC (% variance explained) |
|---|---|---|---|---|
| Subyearling | ||||
| Empty | log(density) | Intercept | 0.77 (0.077) | |
| Variance | 0.076 (0.034) | 31 | ||
| Residual | 0.17 (0.022) | |||
| Base | log(density) | Intercept | 0.589 (0.119) | |
| Slope | 0.269 (0.180) | |||
| Variance | 0.132 (0.060) | 45 | ||
| Residual | 0.164 (0.0213) | |||
| Depth | log(density) | Intercept | 0.563 (0.119) | |
| Slope | 0.891 (0.286) | |||
| Cross-level | −0.0377 (0.0130) | |||
| Variance | 0.0755 (0.0386) | 32 (1) | ||
| Residual | 0.164 (0.0212) | |||
| Velocity | log(density) | Intercept | 0.577 (0.119) | |
| Slope | 0.721 (0.257) | |||
| Cross-level | −1.87 (0.727) | |||
| Variance | 0.0791 (0.0423) | 32 (4) | ||
| Residual | 0.165 (0.0216) | |||
| Yearling | ||||
| Empty | log(density) | Intercept | 0.261 (0.103) | |
| Variance | 0.159 (0.0603) | 61 | ||
| Residual | 0.103 (0.0129) | |||
| Base | log(density) | Intercept | 1.15 (0.351) | |
| Slope | −0.529 (0.221) | |||
| Variance | 0.0445 (0.0179) | 30 | ||
| Residual | 0.105 (0.0132) | |||
| Cost | log(density) | Intercept | 1.29 (0.319) | |
| Slope | 2.17 (0.525) | |||
| Cross-level | −0.0142 (0.0023) | |||
| Variance | 0.00920 (0.00503) | 8 (94) | ||
| Residual | 0.105 (0.0132) | |||
Deviations from the overall mass–density relationship for each site and age class. For each study site, the table shows the local deviation from the overall thinning slope (the fixed-effects estimate) and its standard error, the point estimate for the site-specific slope, the degrees of freedom, the t-value, and the associated P-value
| Yearlings | Subyearlings | |||||||||
|---|---|---|---|---|---|---|---|---|---|---|
| Site | Deviation from | Estimated slope | df | Deviation from | Estimated slope | df | ||||
| LLL | −0.221 (0.0849) | −0.750 | 52 | −2.61 | 0.011 | −0.332 (0.172) | −0.063 | 52 | −1.93 | 0.059 |
| LLU | −0.205 (0.0919) | −0.734 | 59 | −2.23 | 0.030 | −0.041 (0.168) | 0.228 | 51 | −0.25 | 0.810 |
| LSX | −0.196 (0.0796) | −0.725 | 47 | −2.46 | 0.018 | −0.807 (0.166) | −0.538 | 51 | −4.86 | <0.0001 |
| MLX | −0.311 (0.0797) | −0.840 | 47 | −3.9 | 0.0003 | 0.027 (0.161) | 0.296 | 49 | 0.17 | 0.87 |
| ULL | −0.017 (0.0936) | −0.546 | 61 | −0.18 | 0.86 | 0.152 (0.183) | 0.421 | 54 | 0.83 | 0.41 |
| ULM | 0.025 (0.0819) | −0.504 | 50 | 0.31 | 0.75 | 0.246 (0.193) | 0.515 | 54 | 1.28 | 0.21 |
| ULU | 0.033 (0.0818) | −0.497 | 50 | 0.4 | 0.69 | 0.340 (0.203) | 0.609 | 53 | 1.68 | 0.10 |
| UML | −0.142 (0.0797) | −0.671 | 47 | −1.78 | 0.081 | −0.143 (0.165) | 0.126 | 51 | −0.87 | 0.39 |
| UMM | −0.188 (0.0885) | −0.717 | 57 | −2.13 | 0.038 | 0.265 (0.180) | 0.534 | 54 | 1.48 | 0.15 |
| UMU | 0.305 (0.0936) | −0.224 | 59 | 3.26 | 0.0019 | 0.134 (0.223) | 0.403 | 49 | 0.6 | 0.55 |
| USL | −0.045 (0.0780) | −0.574 | 44 | −0.58 | 0.56 | −0.320 (0.168) | −0.051 | 51 | −1.91 | 0.062 |
| USM | 0.117 (0.0780) | −0.412 | 45 | 1.5 | 0.14 | −0.260 (0.179) | 0.009 | 54 | −1.45 | 0.15 |
| USU | 0.265 (0.0828) | −0.264 | 51 | 3.21 | 0.0023 | 0.178 (0.218) | 0.447 | 50 | 0.82 | 0.42 |
| UWL | −0.010 (0.0850) | −0.539 | 54 | −0.11 | 0.91 | −0.258 (0.228) | 0.011 | 48 | −1.13 | 0.26 |
| UWM | 0.223 (0.0796) | −0.306 | 48 | 2.8 | 0.0074 | 0.365 (0.198) | 0.634 | 54 | 1.85 | 0.070 |
| UWU | 0.367 (0.0808) | −0.162 | 49 | 4.54 | <0.0001 | 0.456 (0.229) | 0.725 | 47 | 1.99 | 0.052 |
Figure 4Predicted self-thinning curves by study site for yearling steelhead in the Lapwai Creek watershed, USA. Shown in bold is the overall weighted thinning curve for all sites combined.