| Literature DB >> 29607034 |
Karan Kakouei1,2, Jens Kiesel1,3, Sami Domisch1, Katie S Irving1,2, Sonja C Jähnig1, Jochem Kail4.
Abstract
Global change has the potential to affect river flow conditions which are fundamental determinants of physical habitats. Predictions of the effects of flow alterations on aquatic biota have mostly been assessed based on species ecological traits (e.g., current preferences), which are difficult to link to quantitative discharge data. Alternatively, we used empirically derived predictive relationships for species' response to flow to assess the effect of flow alterations due to climate change in two contrasting central European river catchments. Predictive relationships were set up for 294 individual species based on (1) abundance data from 223 sampling sites in the Kinzig lower-mountainous catchment and 67 sites in the Treene lowland catchment, and (2) flow conditions at these sites described by five flow metrics quantifying the duration, frequency, magnitude, timing and rate of flow events using present-day gauging data. Species' abundances were predicted for three periods: (1) baseline (1998-2017), (2) horizon 2050 (2046-2065) and (3) horizon 2090 (2080-2099) based on these empirical relationships and using high-resolution modeled discharge data for the present and future climate conditions. We compared the differences in predicted abundances among periods for individual species at each site, where the percent change served as a proxy to assess the potential species responses to flow alterations. Climate change was predicted to most strongly affect the low-flow conditions, leading to decreased abundances of species up to -42%. Finally combining the response of all species over all metrics indicated increasing overall species assemblage responses in 98% of the studied river reaches in both projected horizons and were significantly larger in the lower-mountainous Kinzig compared to the lowland Treene catchment. Such quantitative analyses of freshwater taxa responses to flow alterations provide valuable tools for predicting potential climate-change impacts on species abundances and can be applied to any stressor, species, or region.Entities:
Keywords: community responses; flow changes; flow preferences; global‐change effects; indicators of hydrologic alterations; species abundances; species responses
Year: 2018 PMID: 29607034 PMCID: PMC5869304 DOI: 10.1002/ece3.3907
Source DB: PubMed Journal: Ecol Evol ISSN: 2045-7758 Impact factor: 2.912
Figure 1The study area: the Treene catchment in lowland (a) and the Kinzig catchment in the lower‐mountainous region (b) in Germany
Catchment characteristics of the two study catchments
| Catchment characteristic | Treene | Kinzig |
|---|---|---|
| River basin | Eider | Main |
| Ecoregion | Lowland | Lower‐mountain region |
| Number of river orders | 3 | 3 |
| Catchment size at outlet [km2] | 481 | 1,175 |
| Elevation gradient [m a.s.l.] | 1–80 | 98–731 |
| Major land‐use classes |
Agriculture (48%) |
Forest (45%) |
| Mean annual precipitation [mm] | 887 | 859 |
| Mean runoff rate (L s−1 km−2] | 13.2 | 10.7 |
| Mean discharge [m3/s] | 6.23 | 10.48 |
| Maximum discharge [m3/s] | 34.9 | 165 |
| Mean channel slope [%] | 1.29 | 10.37 |
| Median slope [%] | 0.93 | 8.23 |
Descriptions, calculation procedures, units, and temporal aspects of the five IHA metrics used in Treene and Kinzig catchment, respectively; one IHA metric per category (according to Olden & Poff, 2003 and references therein)
| Catchment | IHA metric (code, category) | Description | Calculation procedure | Unit | Temporal aspect |
|---|---|---|---|---|---|
| Treene | Duration of high‐flow events (dh4, duration) | Annual maximum 30‐day moving average flows | Compute the max of 30‐day moving average flows | m3/s | Daily |
| Frequency of low‐flow events (fl2, frequency) | Variability in low pulse count | fl1 computes the average number of flow events with flows below a threshold equal to the 25th percentile value for the entire flow record. To compute fl2, the standard deviation in the annual pulse counts was calculated for fl1, and fl2 is 100 times the standard deviation divided by the mean pulse count | % | Annual | |
| Magnitude of low‐flow events (ml16, magnitude) | Median of annual minimum flows | Compute the median of the ratios of minimum annual flows to the median flow for each year | Dimensionless | Interannual | |
| Rate of change in flow events (ra7, Rate) | Negative change of flow | Compute the change in log of flow for days in which the change is negative for the entire flow record | m3/s | Daily | |
| Timing of high‐flow events (ta3, timing) | Seasonal predictability of flooding | Divide the period up into 2‐month periods (i.e., October–November, December–January, etc.). Count the number of flood days (flow events with flows >1.67‐year flood) in each period over the entire flow record. ta3 is the maximum number of flood days in any one period divided by the total number of flood days | Dimensionless | Annual | |
| Kinzig | Duration of high‐flow events (dh4, duration) | Annual maximum 30‐day moving average flows | Compute the max of 30‐day moving average flows | m3/s | Daily |
| Frequency of low‐flow events (fl1, frequency) | Low‐flow pulse count | Compute the average number of flow events with flows below a threshold equal to the 25th percentile value for the entire flow record | Number of events/year | Annual | |
| Magnitude of low‐flow events (ml18, magnitude) | Variability in base‐flow index | Compute the standard deviation for the ratios of minimum 7‐day moving average flows to mean annual flows for each year | % | Annual | |
| Rate of change in flow events (ra4, Rate) | Variability in fall rate | Compute the standard deviation for the negative flow changes | % | Annual | |
| Timing of low‐flow events (th3, timing) | Seasonal predictability of nonflooding | Computed as the maximum proportion of a 365‐day year that the flow is less than the 1.67‐year flood threshold. Accumulate nonflood days that span all years. The th3 is maximum length of those flood‐free periods divided by 365 | Dimensionless | Annual |
Figure 2Workflow schematic of the analyses for one species and one IHA metric. The predictive relationship (c) was set up by calculating each IHA metric for each sample (b) using the 12‐month time‐series gauge data before the date of biological sampling (a). Each IHA metric (e) was then calculated for each year during baseline (BL, 1998 ‐ 2017, d), horizon 2050 (H2050, 2046 ‐ 2065, d), and horizon 2090 (H2090, 2080 ‐ 2099, d) and then used to predict projected abundance values (AV, f) for each species in each year during each period. The 20 AV per species were averaged to calculate the mean abundance value (MAV, g) for each species in each period
Figure 3Potential changes in variability in low pulse count (fl2) in the Treene (a, b, and c) and low pulse count (fl1) in the Kinzig (d, e, and f) catchment, comparing the baseline (a and d; 1998–2017) to horizon 2050 (b and e; 2046–2065) and horizon 2090 (c and f; 2080–2099). Other changes in flow metrics in the respective catchments are shown in Figs. SF2 and SF3
Figure 4Boxplots (bar—median; red triangular—mean; box—1st and 3rd interquartile ranges) showing potential percent changes in the IHA metrics at the sampling sites of the Treene (a–e) and Kinzig (f–j) catchments for the two defined 20‐year periods of horizon 2050 (2046–2065) and horizon 2090 (2080–2099) compared to the baseline (1998–2017). For more details, see Fig. SF1
Figure 5The mean response of individual species response (SRs) to each IHA metric in the Treene (60 species, a–j) and Kinzig (134 species, k–t) catchments for horizon 2050 (upper row in each catchment, a–e and k–o) and horizon 2090 (lower row in each catchment, f–j and p–t). The bars are sorted by decreasing to increasing SR
Figure 6The mean response of species assemblages (SARs) at each site for each IHA metric and river order in the Treene (67 sites, a–j) and Kinzig (223 sites, k–t) catchments for horizon 2050 (upper row in each catchment, a–e and k–o) and horizon 2090 (lower row in each catchment, f–j and p–t). The characters (a, b, c, and ab) show whether the values of species assemblage responses in a river order would be significantly (p < .05; dissimilar characters) different from other river orders or not (similar characters)
Figure 7Potential overall response of species assemblages (OSARs, equation (5)) in the Treene (a and b) and Kinzig (c and d) river reaches in horizons 2050 (a and c) and 2090 (b and d), according to mean value, that is, contribution of all five IHA metrics
Figure 8The response of Gammarus roeselii (Crustacea) to projected flow alterations in low‐flow pulse count (fl1, a), and seasonal predictability of nonflooding (th3, b). The (dashed) lines show the species responses to altered flow values at a random sampling site during the projected periods, compared to the baseline (solid line)