TY - JOUR
T1 - Hydropower development, riverine connectivity and non-sport fish species: Criteria for hydraulic design of fishways
AU - Laborde, A.
AU - Gonzalez, A.
AU - Sanhueza, C.
AU - Arriegada, P.
AU - Wilkes, Martin
AU - Habit, E.
AU - Link, O.
PY - 2016/11
Y1 - 2016/11
N2 - Hydropower barriers are among the most conspicuous anthropogenic alterations to natural
riverine connectivity, resulting in species-specific effects linked to dispersal abilities,
especially swimming performance. They may present a particular problem for small-bodied
‘non-sport fish’, such as those that characterize the freshwater communities of temperate
regions in the Southern Hemisphere. Recent studies have suggested that nature-like
fishways could ensure passage of diverse fish assemblages through hydropower barriers.
Through experiments performed in a swim tunnel, we present, for the first time, fishway
design criteria for two non-sport species endemic to Chile, a country experiencing rapid
hydropower development. Incremental velocity tests showed that Cheirodon galusdae and
juveniles of Basilichthys microlepidotus were capable of very similar standardized critical
swimming speeds of 69.7 and 69.6 cm s-1 respectively. When expressed in units of body
lengths, C. galusdae was capable of very high critical speeds of 16.2 bl s
-1, whereas for B.
microlepidotus this was 7.6 bl s-1. However, fixed velocity tests revealed that the swimming
endurance of the latter species was slightly higher. Dimensionless analysis showed a clear
relationship between fatigue time and fish Froude number, similar to that already described
for subcarangiforms. Based on these results we present fishway design curves indicating a
transition from sustained to prolonged swimming at a fishway length of 15 m. Our results
show that the swimming capacity of these species is well-suited to the mean flow velocity
field described for nature-like fishways. However, more work is required to understand the
effects of turbulence on the passage of non-sport species.
AB - Hydropower barriers are among the most conspicuous anthropogenic alterations to natural
riverine connectivity, resulting in species-specific effects linked to dispersal abilities,
especially swimming performance. They may present a particular problem for small-bodied
‘non-sport fish’, such as those that characterize the freshwater communities of temperate
regions in the Southern Hemisphere. Recent studies have suggested that nature-like
fishways could ensure passage of diverse fish assemblages through hydropower barriers.
Through experiments performed in a swim tunnel, we present, for the first time, fishway
design criteria for two non-sport species endemic to Chile, a country experiencing rapid
hydropower development. Incremental velocity tests showed that Cheirodon galusdae and
juveniles of Basilichthys microlepidotus were capable of very similar standardized critical
swimming speeds of 69.7 and 69.6 cm s-1 respectively. When expressed in units of body
lengths, C. galusdae was capable of very high critical speeds of 16.2 bl s
-1, whereas for B.
microlepidotus this was 7.6 bl s-1. However, fixed velocity tests revealed that the swimming
endurance of the latter species was slightly higher. Dimensionless analysis showed a clear
relationship between fatigue time and fish Froude number, similar to that already described
for subcarangiforms. Based on these results we present fishway design curves indicating a
transition from sustained to prolonged swimming at a fishway length of 15 m. Our results
show that the swimming capacity of these species is well-suited to the mean flow velocity
field described for nature-like fishways. However, more work is required to understand the
effects of turbulence on the passage of non-sport species.
KW - River fragmentation
KW - small body size fish
KW - Multispecies fish-passes
KW - Swimming
KW - capacity.
UR - https://www.scopus.com/pages/publications/84969884873
U2 - 10.1002/rra.3040
DO - 10.1002/rra.3040
M3 - Article
SN - 1535-1459
SN - 1535-1467
VL - 32
SP - 1949
EP - 1957
JO - River Research and Applications
JF - River Research and Applications
IS - 9
ER -