| Literature DB >> 28265501 |
Lucia Biddle1, Adrian M Goodman1, D Charles Deeming1.
Abstract
Previous studies have suggested that birds and mammals select materials needed for nest building based on their thermal or structural properties, although the amounts or properties of the materials used have been recorded for only a very small number of species. Some of the behaviours underlying the construction of nests can be indirectly determined by careful deconstruction of the structure and measurement of the biomechanical properties of the materials used. Here we examined this idea in an investigation of Bullfinch (Pyrrhula pyrrhula) nests as a model for open-nesting songbird species that construct a "twig" nest, and tested the hypothesis that materials in different parts of nests serve different functions. The quantities of materials present in the nest base, sides and cup were recorded before structural analysis. Structural analysis showed that the base of the outer nests were composed of significantly thicker, stronger and more rigid materials compared to the side walls, which in turn were significantly thicker, stronger and more rigid than materials used in the cup. These results suggest that the placement of particular materials in nests may not be random, but further work is required to determine if the final structure of a nest accurately reflects the construction process.Entities:
Keywords: Bullfinch; Construction materials; Structural properties
Year: 2017 PMID: 28265501 PMCID: PMC5333539 DOI: 10.7717/peerj.3010
Source DB: PubMed Journal: PeerJ ISSN: 2167-8359 Impact factor: 2.984
Figure 1(A) Bullfinch nest deconstruction regions. Grey, Cup wall; White, Outer nest top; Black, Outer nest base. (B) A Bullfinch nest with the upper outer nest removed to reveal the cup in situ and base of the nest. (C) A Bullfinch nest deconstructed into the cup and outer nest components.
Mean (±SD) values for structural dimensions of thirteen Bullfinch nests.
Wall thickness is the average of all 4 sides measured.
| Variable | Mean ± SD | Coefficient of variation (%) |
|---|---|---|
| Nest diameter parallel to long axis (mm) | 131.0 ± 25.6 | 20 |
| Nest diameter perpendicular to long axis (mm) | 118.4 ± 20.7 | 18 |
| Ratio of nest diameters | 1.1 ± 0.2 | 18 |
| Cup diameter parallel to long axis (mm) | 82.2 ± 12.3 | 15 |
| Cup diameter perpendicular to long axis (mm) | 67.3 ± 7.6 | 11 |
| Ratio of cup diameters | 1.2 ± 1.3 | 108 |
| Outer wall thickness (mm) (calculated) | 22.1 ± 9.3 | 42 |
| Cup wall thickness (mm) | 6.2 ± 1.6 | 26 |
| Total upper wall thickness (mm) (calculated) | 24.6 ± 10.7 | 44 |
| Base wall thickness (outer nest and cup wall at base) (mm) (calculated) | 26.4 ± 11.1 | 42 |
| Nest height (mm) | 49.7 ± 11.4 | 23 |
| Maximum cup depth (mm) | 23.3 ± 4.5 | 19 |
| Total nest mass (g) | 14.7 ± 5.0 | 34 |
| Outer wall base mass (g) | 10.3 ± 4.8 | 47 |
| Outer wall top mass (g) | 1.2 ± 0.7 | 58 |
| Outer wall top mass parallel to long axis (g) | 0.5 ± 0.4 | 80 |
| Outer wall top mass perpendicular to long axis (g) | 0.6 ± 0.3 | 50 |
| Total outer wall mass (g) | 11.5 ± 5.3 | 46 |
| Cup wall mass (g) | 3.2 ± 1.2 | 38 |
| Cup volume (cm3) | 49.6 ± 13.1 | 26 |
Figure 2Within-nest variation in the composition of Bullfinch nests; the nests were separated into the outer nest and cup region along with the overall nest expressed as (A) mass and (B) percentage of the different components.
Values are means +1 standard deviation.
Figure 3Variation in the (A) diameter, (B) strength, and (C) rigidity of the different nest regions for the 13 nests.
Values are means +1 standard deviation.
Results of general linear mixed modelling to test the effect of location within the nest for various structural measures controlling for nest as a random factor in the model.
Materials in the outer nest are compared with those from the upper wall and the base (Fig. 2). The materials from the upper nest wall are also compared to the cup materials (Fig. 2). Values are exponents for changes relative to the characteristics of the upper part of the nest together with accompanying F-values, with the degrees of freedom (df) shown in the row, and p-values in parentheses, also includes the exponent and standard error (SE).
| Vertical (outer nest: upper vs. base) | Wall region (upper outer nest vs. cup) | |||||
|---|---|---|---|---|---|---|
| Variable | Change in base relative to upper (exponent ± SE) | Location ( | Nest ( | Change in cup relative to upper (exponent ± SE) | Location ( | Nest ( |
| Diameter | 0.291 ± 0.026 | 124.99 (<0.001) | 4.24 (0.009) | −0.184 ± 0.028 | 43.62 (<0.001) | 2.65 (0.052) |
| Bending strength | 0.007 ± 0.001 | 52.78 (<0.001) | 2.70 (0.049) | −0.002 ± 0.001 | 14.38 (0.003) | 1.11 (0.431) |
| Rigidity | 555.5 ± 76.4 | 52.90 (<0.001) | 4.12 (0.010) | −153.0 ± 56.6 | 7.30 (0.019) | 1.06 (0.460) |
| Length of branches | 5.9 ± 2.5 | 5.69 (0.034) | 1.69 (0.188) | −5.27 ± 2.47 | 4.56 (0.054) | 1.59 (0.218) |
| Taper | −0.044 ± 0.015 | 8.82 (0.012) | 1.77 (0.169) | −0.073 ± 0.016 | 20.95 (0.001) | 0.85 (0.605) |
| Number of lateral branches | 0.481 ± 0.140 | 11.74 (0.005) | 4.50 (0.007) | 0.168 ± 0.289 | 0.34 (0.572) | 0.42 (0.928) |
| Hollow samples (%) | 0.223 ± 0.275 | 0.66 (0.433) | 2.22 (0.090) | −0.327 ± 0.349 | 0.88 (0.367) | 0.58 (0.818) |
Mean (±SD) values for the physical properties of the samples of nest materials taken from the different parts of the nest.
Sample sizes: length of branches and number of lateral branches (mean n—top (11.8), base (6), Cup (6)); Taper (mean n—top (11.7), base (6), Cup (6)); percentage of hollow samples (mean n—top (16.6), base (20), Cup (18.6)).
| Position in nest | |||
|---|---|---|---|
| Variable | Top | Base | Cup |
| Construction element length (mm) | 72.48 ± 12.06 | 84.27 ± 16.80 | 61.95 ± 16.23 |
| Taper of construction elements (mm) | 0.20 ± 0.09 | 0.11 ± 0.08 | 0.06 ± 0.06 |
| Number of lateral branches | 1.47 ± 1.02 | 2.44 ± 1.33 | 1.81 ± 1.42 |
| Hollow samples (%) | 20.6 ± 18.5 | 34.6 ± 35.6 | 8.2 ± 7.5 |