Case study: Targeting species and applying swimming performance data to fish lift design for the Huangdeng Dam on the upper Mekong River

被引:36
作者
Cai, Lu [1 ]
Katopodis, Christos [2 ]
Johnson, David [1 ,3 ]
Zhang, Peng [1 ,4 ]
Zhao, Ping [1 ]
机构
[1] Minist Water Resources & Chinese Acad Sci, Inst Hydroecol, Minist Water Resources, Key Lab Ecol Impacts Hydraul Projects & Restorat, Wuhan 430079, Hubei, Peoples R China
[2] Katopodis Ecohydraul Ltd, Winnipeg, MB R3T 3W7, Canada
[3] Ferrum Coll, Sch Nat Sci & Math, Ferrum, VA 24088 USA
[4] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Inst Hydroecol, Wuhan 430072, Hubei, Peoples R China
关键词
Fish behavior; Swimming capability; Induced flow velocity; Critical swimming speed; Burst speed; Fish lift design criteria; FLOW REGULATION; PASSAGE; FATIGUE; FRAGMENTATION; BARRIERS; STURGEON; WILD;
D O I
10.1016/j.ecoleng.2018.07.023
中图分类号
Q14 [生态学(生物生态学)];
学科分类号
071012 ; 0713 ;
摘要
A dam will be built in the upper reaches of the Mekong River, obstructing fish migration and gene exchange, and a fish lift will be constructed to mitigate these impacts. Target species for the lift were selected based on five criteria: (1) passage demand, (2) passage utility, (3, 4) protection worthiness (protection class and economic value) and (5) fish resource status. Swimming performance of target fish species were assessed and the results were used to recommend velocity criteria for the lift. Swimming performance was assessed by measuring induced flow velocity (U-ind, the lowest water velocity that induces continuous fish motion against the flow), critical swimming speed (U-crit) and burst speed (U-burst). The relationship of swimming performance to body length was also investigated. The research led to three primary findings: (1) The absolute U-ind and U-crit (m/s) were positively correlated with body length, whereas the relationship between the absolute U-burst (m/s) and body length were inconsistent. (2) The flow that was 90% effective in reaching the desired endpoint (EF90) was used to set fish lift design criteria for flow velocity. The EF90 value for U-ind (90% induction rate) was 0.17 m/s and the values for U-crit and U-burst (90% success rates), were 0.62 m/s and 0.87 m/s. (3) Recommended velocity criteria for the fish lift are as follows: entrance velocity, 0.37-0.87 m/s (0.6 Ucrit-EF90-Uburst-EF90), with mean velocity 0.50 m/s (0.8 Ucrit-EF90); passageway velocity, 0.17-0.50 m/s (Uind-EF90-0.8 Ucrit-EF90), with mean velocity 0.37 m/s (0.6 Ucrit-EF90); holding chamber velocity, 0.17-0.37 m/s (Uind-EF90-0.6 Ucrit-EF90), with mean velocity 0.27 m/s [(Uind-EF90 + 0.6 Ucrit-EF 90)/2]. The approach developed in this case study has good potential as a general method for selecting target fish species and setting site-specific flow velocity criteria for fish passage design.
引用
收藏
页码:32 / 38
页数:7
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