| Literature DB >> 25029270 |
Gill T Braulik1, Masood Arshad2, Uzma Noureen2, Simon P Northridge3.
Abstract
Habitat fragmentation of freshwater ecosystems is increasing rapidly, however the understanding of extinction debt and species decline in riverine habitat fragments lags behind that in other ecosystems. The mighty rivers that drain the Himalaya - the Ganges, Brahmaputra, Indus, Mekong and Yangtze - are amongst the world's most biodiverse freshwater ecosystems. Many hundreds of dams have been constructed, are under construction, or are planned on these rivers and large hydrological changes and losses of biodiversity have occurred and are expected to continue. This study examines the causes of range decline of the Indus dolphin, which inhabits one of the world's most modified rivers, to demonstrate how we may expect other vertebrate populations to respond as planned dams and water developments come into operation. The historical range of the Indus dolphin has been fragmented into 17 river sections by diversion dams; dolphin sighting and interview surveys show that river dolphins have been extirpated from ten river sections, they persist in 6, and are of unknown status in one section. Seven potential factors influencing the temporal and spatial pattern of decline were considered in three regression model sets. Low dry-season river discharge, due to water abstraction at irrigation barrages, was the principal factor that explained the dolphin's range decline, influencing 1) the spatial pattern of persistence, 2) the temporal pattern of subpopulation extirpation, and 3) the speed of extirpation after habitat fragmentation. Dolphins were more likely to persist in the core of the former range because water diversions are concentrated near the range periphery. Habitat fragmentation and degradation of the habitat were inextricably intertwined and in combination caused the catastrophic decline of the Indus dolphin.Entities:
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Year: 2014 PMID: 25029270 PMCID: PMC4100755 DOI: 10.1371/journal.pone.0101657
Source DB: PubMed Journal: PLoS One ISSN: 1932-6203 Impact factor: 3.240
Figure 1Map of the lower Indus River system.
Rivers and barrages are named, and each river section is numbered and coloured according to whether river dolphins are extant, or the approximate date that they were extirpated (see Table A1 for details).
Figure 2Aerial photograph of Sukkur Barrage.
Image shows the seven canals diverting water out of the river, and demonstrates the dramatically reduced flows downstream (river flow direction right to left).
Summary of spatial range decline model output.
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| Q | Range | Is. Date | L | Conf | Size | USD: Is. Date | |||||
| 1 | 18.26 | 1.82 | 32.6 | 1 | 6.91 | - | |||||
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| 3 | 17.72 | 1.28 | 54.1 | 3 | 7.88 | 2.84 | 0.72 | - | - | - | - |
| 4 | 19.67 | 3.23 | 54.3 | 4 | 7.88 | 2.84 | 0.68 | 0.08 | - | - | - |
| 5 | 21.64 | 5.20 | 54.4 | 5 | 7.88 | 2.84 | 0.42 | 0.31 | 0.07 | - | - |
| 6 | 23.64 | 7.20 | 54.5 | 6 | 7.88 | 2.84 | 0.42 | 0.31 | 0.07 | - | 0.001 |
| 7 | 25.16 | 8.72 | 56.7 | 7 | 7.88 | 2.84 | 0.79 | 0.31 | 0.07 | 0.0001 | 0.11 |
n = number of covariates, Is. Date = Isolation Date, L = Length of river section, Range = Distance from range edge, Size = River size, Conf = confluences, Q = River discharge, USD: Is. Date = Interaction between Isolation Date and River Discharge. Model in bold was the final selected model.
Figure 3Significant relationships retained in GLM models of the causes of the spatial and temporal pattern of Indus dolphin decline.
The figure demonstrates the probability that an Indus dolphin subpopulation is extant according to A) proximity to the edge of the former range and B) median dry season river discharge, and the relationship between the number of years since a dolphin was sighted and C) distance from the historical distributional limit, and D) median dry season river discharge.
Summary of temporal range decline model outputs.
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| Q | Range | Is. Date | L | Conf | Size | USD*Is. Date | |||||
| 1 | 17.57 | 1.36 | 56.75 | 1 | - | 115.36 | - | - | - | - | - |
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| 3 | 17.80 | 1.59 | 79.17 | 3 | 40.67 | 115.36 | - | - | - | - | 4.91 |
| 4 | 17.54 | 1.33 | 92.62 | 4 | 52.06 | 115.36 | - | - | - | 6.66 | 14.20 |
| 5 | 19.50 | 3.29 | 92.85 | 5 | 52.06 | 115.36 | - | - | 6.60 | 6.66 | 8.11 |
| 6 | 21.46 | 5.25 | 93.12 | 6 | 52.06 | 115.36 | 0.75 | - | 6.60 | 6.66 | 7.9 |
| 7 | 23.39 | 7.18 | 93.49 | 7 | 52.06 | 115.36 | 0.60 | 0.33 | 9.16 | 6.66 | 5.89 |
n = number of covariates, Is. Date = Isolation Date, L = Length of river section, Range = Distance from range edge, Size = River size, Conf. = confluences, Q = River discharge. Model in bold was the final selected model.