| Literature DB >> 24817092 |
Tianjiang Chu1, Qiang Sheng1, Sikai Wang1, Jihua Wu1.
Abstract
Dendritic tidal creek networks are important habitats for sustaining biodiversity and ecosystem functioning in salt marsh wetlands. To evaluate the importance of creek heterogeneity in supporting benthic secondary production, we assess the spatial distribution and secondary production of a representative polychaete species (Dentinephtys glabra) in creek networks along a stream-order gradient in a Yangtze River estuarine marsh. Density, biomass, and secondary production of polychaetes were found to be highest in intermediate order creeks. In high order (3rd and 4th) creeks, the density and biomass of D. glabra were higher in creek edge sites than in creek bottom sites, whereas the reverse was true for low order (1st and 2nd) creeks. Secondary production was highest in 2nd order creeks (559.7 mg AFDM m-2 year-1) and was ca. 2 folds higher than in 1st and 4th order creeks. Top fitting AIC models indicated that the secondary production of D. glabra was mainly associated with geomorphological characters including cross-sectional area and bank slope. This suggests that hydrodynamic forces are essential factors influencing secondary production of macrobenthos in salt marshes. This study emphasizes the importance of microhabitat variability when evaluating secondary production and ecosystem functions.Entities:
Mesh:
Year: 2014 PMID: 24817092 PMCID: PMC4016305 DOI: 10.1371/journal.pone.0097287
Source DB: PubMed Journal: PLoS One ISSN: 1932-6203 Impact factor: 3.240
Figure 1Creeks sampled on the Jiuduansha Island.
Samples were collected at two locations (bottom and edge) in each creek.
Physicochemical parameters and geomorphological characters in creek of each order with one-way ANOVA results showing the effect of creek order.
| Environmental factors | Creek order | ANOVA | |||||
| 1st | 2nd | 3rd | 4th |
| df |
| |
| Physicochemical parameters | |||||||
| Water content (%) | 68.55±0.57 | 68.70±0.72 | 67.77±0.73 | 68.79±0.76 | 0.444 | 3 | 0.722 |
| Chl | 5.06±0.82ab | 5.63±1.08a | 3.52±0.51b | 0.51±0.20c | 9.849 | 3 | <0.001 |
| Conductivity (ms/s) | 4.30±0.20 | 4.29±0.22 | 4.78±0.20 | 4.59±0.34 | 0.927 | 3 | 0.431 |
| Temperature (°C) | 15.49±1.67 | 15.19±1.69 | 15.25±1.67 | 15.64±1.71 | 0.016 | 3 | 0.997 |
| pH | 7.59±0.08 | 7.56±0.08 | 7.46±0.10 | 7.73±0.07 | 1.841 | 3 | 0.144 |
| Clay-silt (%) | 76.10±1.35a | 75.17±1.18a | 75.69±1.08a | 70.39±0.29b | 6.315 | 3 | <0.001 |
| Sand (%) | 23.90±1.35a | 24.83±1.18a | 24.31±1.08a | 29.61±0.29b | 6.315 | 3 | <0.001 |
| Geomorphological characters | |||||||
| Bank full elevation (m) | 3.48±0.15 | 3.66±0. 27 | 3.51±0.08 | 3.55±0.13 | 0.213 | 3 | 0.885 |
| Bank full width (m) | 12.43±1.39a | 16.00±1.03a | 17.93±2.65a | 29.33±2.57b | 12.865 | 3 | 0.002 |
| Bank full depth (m) | 1.82±0.11a | 2.01±0.16a | 2.16±0.17a | 2.57±0.07b | 6.015 | 3 | 0.019 |
| Cross-sectional area (m2) | 12.69±1.33a | 17.30±1.97ab | 22.00±3.44b | 46.88±5.60c | 19.042 | 3 | 0.001 |
| Bank slope | 0.29±0.05 | 0.26±0.03 | 0.26±0.05 | 0.21±0.01 | 0.850 | 3 | 0.505 |
Shown are Fisher's F-ratio (F) and P-values of ANOVA for testing differences of each variable among creeks of different orders. Different superscript letters (a, b and c) represent a significant difference (P < 0.05) among creeks of different orders.
Figure 2Density and biomass of Dentinephtys glabra in creeks of different orders.
Error bars represent standard error (n = 72). The same letters above the bars denote non-significant differences and different letters represent a significant difference (P<0.05) among creek orders.
Figure 3Monthly density and biomass of Dentinephtys glabra in creeks of different orders.
Error bars represent standard error (n = 6). The same letters above the bars denote non-significant differences and different letters represent a significant difference (P<0.05) among creek orders in each month.
Figure 4Density, biomass of Dentinephtys glabra at bottom and edge sampling locations in creeks of different orders.
Error bars represent standard error (n = 36). The same capital letters denote non-significant differences and different capital letters represent a significant difference (P<0.05) between bottom and edge locations for creeks of the same order. The same lowercase letters denote non-significant differences and different letters represent a significant difference (P<0.05) among creek orders for each sampling location.
Estimation of the total Dentinephtys glabra production in Jiuduansha creeks on an order by order basis with one-way ANOVA results showing the effect of creek order.
| Creek order |
| Total creeks of Jiuduansha | Production of | |||||
| K (year−1) | Life span (years) | Production (mg AFDM m−2year−1) | P/B | Total length (103m) | Average width (m) | Total area (103 m2) | ||
| 1st | 1.05±0.04 | 2.39±0.10 | 286.0±83.6ab | 1.56±0.05 | 121.5 | 12.4 | 1506.9 | 431.0 |
| 2nd | 1.37±0.37 | 2.08±0.41 | 559.7±90.1a | 2.39±0.43 | 54.7 | 16.0 | 875.1 | 489.8 |
| 3rd | 1.23±0.29 | 2.22±0.39 | 448.2±45.1ab | 1.69±0.35 | 22.9 | 17.9 | 409.1 | 183.3 |
| 4th | 1.07±0.07 | 2.36±0.12 | 247.4±76.4b | 1.75±0.18 | 5.5 | 29.3 | 160.0 | 39.6 |
| Total | 2952.0 | 1143.8 | ||||||
Different superscript letters (a and b) represent a significant difference (P<0.05) among creeks of different orders.
Results of model selection using Akaike's information criterion (AIC) for the relationship between secondary production of Dentinephtys glabra and environmental factors.
| Model | AICc | △AICc |
| R2 | Z values | |||||||||
| Intercept | Chl | Clay | Cond | Cross | Elevation | pH | Slope | Temp | Water | |||||
| 1 | 219.49 | 0 | 0.07 | 0.65 | 0.86 | −0.16 | −0.47 | 0.05 | −0.24 | |||||
| 2 | 219.70 | 0.21 | 0.06 | 0.65 | 0.86 | −0.17 | 0.04 | −0.49 | −0.24 | |||||
| 3 | 219.86 | 0.37 | 0.06 | 0.65 | 0.86 | −0.16 | −0.46 | −0.24 | −0.03 | |||||
| 4 | 220.72 | 1.22 | 0.04 | 0.65 | 0.85 | −0.14 | −0.07 | −0.49 | 0.04 | −0.26 | ||||
| 5 | 220.98 | 1.49 | 0.03 | 0.65 | 0.85 | −0.15 | −0.07 | 0.03 | −0.50 | −0.26 |
Only the top five models with Akaike weight (w) and R2 values are shown. Regression coefficients were expressed as Z values (estimate/SE).
Factors are abbreviated as Cond (conductivity), Cross (cross-sectional area), Slope (bank slope), Water (Water content), Chl a (Chl a concentration), Temp (temperature), Clay (clay-silt content).