2019
DOI: 10.1080/24705357.2019.1641434
|View full text |Cite
|
Sign up to set email alerts
|

A cautionary tale about the potential impacts of gated culverts on fish passage restoration efforts

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1
1

Citation Types

0
13
0

Year Published

2019
2019
2023
2023

Publication Types

Select...
5

Relationship

2
3

Authors

Journals

citations
Cited by 6 publications
(13 citation statements)
references
References 40 publications
0
13
0
Order By: Relevance
“…There was a head differential of 0.09 m between pools, based on previous work which determined this to be optimal for Lower Mekong species [6]. The fishway had an average slot velocity of 1.33 m s −1 and pool turbulence of 50 W m −3 (C d = 0.6) when it was operating within its intended slot depth range of 0.1-0.8 m [16]. This design arrangement was primarily targeted toward passage of fish <0.6 m long, but larger fish (e.g., whiprays up to 1 m long) have ascended similar cone fishways in tropical Australia [15].…”
Section: Study Sitementioning
confidence: 99%
See 4 more Smart Citations
“…There was a head differential of 0.09 m between pools, based on previous work which determined this to be optimal for Lower Mekong species [6]. The fishway had an average slot velocity of 1.33 m s −1 and pool turbulence of 50 W m −3 (C d = 0.6) when it was operating within its intended slot depth range of 0.1-0.8 m [16]. This design arrangement was primarily targeted toward passage of fish <0.6 m long, but larger fish (e.g., whiprays up to 1 m long) have ascended similar cone fishways in tropical Australia [15].…”
Section: Study Sitementioning
confidence: 99%
“…For each experiment, we compared the species richness, abundance, biomass and size range (10 th percentile, median and 90 th percentile lengths) of fish that located and entered the fishway (i.e., reached the fishway entrance), with an independent sample of those that located, entered and passed the full length of the fishway (i.e., reached the fishway exit). This paired fishway entrance/exit randomised block design has been successfully applied in many other fishway evaluation studies [7,15,16], although very few studies have simultaneously considered the potential influence of diel variation in fish migration patterns [7]. We did not sample the upstream end of the culvert, as the focus of this study was on testing the passage effectiveness of the actual cone fishway and not the culvert (and thus we wished to remove the effect of the culvert; which is reported in [16]).…”
Section: Experimental Designmentioning
confidence: 99%
See 3 more Smart Citations