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Pool and Chute Fishways

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Presentation on theme: "Pool and Chute Fishways"— Presentation transcript:

1 Pool and Chute Fishways
Presented to: Pacific Northwest Fish Screening & Passage Workshop, 2006 Yakima, WA Presented by: Patrick D. Powers P.E. September 13, 2006

2 What is a Pool and Chute Fishway?
Hybrid type fishway that operates in two flow regimes, plunging and streaming flow

3 Background Carpenter Creek – Pool and Weir Fishway
Rainbow Creek – Pool and Weir Fishway WDFW Model Study Town Dam Pool and Chute Construction California

4 Pool and Chute - Definition
Side Walls Baffle Baffle Weir Port Floor

5 Pool and Chute - Cross Section
W Xpc d Pb b Pw

6 Pool and Chute – Profile – Plunging Flow
SoL Pw So L

7 Pool and Chute – Profile – Streaming Flow
Pb So L

8 Equations Flow over a weir Open channel flow Chezy Eq.

9 Research on streaming/plunging flow regimes
Rajaratnam, N. and Katopodis C Plunging and Streaming Flows in Pool and Weir Fishways. Journal of Hydraulic Engineering 114:

10 Streaming/Plunging Flow Regimes
Transition Plunging Streaming

11 Streaming/Plunging Flow Regimes
High Flow - Flood Streaming

12 Streaming transition flow calculations
Example: b = 2 ft L = 6 ft So = 10% Qst = 4 cfs So = 15% Qst = 6 cfs So = 20% Qst = 8 cfs

13 Case Studies - Parameters

14 Case Studies - Results

15 Fairchild Trib Q = 44 cfs D = 1.75 ft Qt = 5.3 cfs Chezy C = 31.5
Xpc = 1.2 EDF = 2.4 Passage Rating Fair

16 Fairchild Creek Q = 27 cfs D = 1.65 ft Qt = 5.3 cfs Chezy C = 20.5
Xpc = 1.6 EDF = 2.1 Passage Rating Good

17 Percival Creek Q = 24 cfs D = 1.5 ft Qt = 5.3 cfs Chezy C = 22.3
Xpc = 1.5 EDF = 1.3 Passage Rating Fair

18 Fairchild Comparison – 12 Foot Wide
44 cfs: EDF = 2.4 29 cfs: EDF = 2.1

19 Chezy C vs Qst

20 Design Criteria Xpc = Fish Passage Corridor - 0 to 2 ft EDF = 2 to 3

21 Design Process Calculate Qfp Select: W, baffle slope, drop, L, b, Pw
Calculate: Qst Select d and C Trial and error until Q = Qfp Check: EDF, Xpc

22 Benefits Reduced or No false attraction (small streams)
Self cleaning (gravel/small cobbles) Diverse passage routes for adult and juveniles Pool sizes can be reduced

23 Limitations Number of weirs fishway length Alignment Roughness values

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27 Existing Design Guidelines
Draft in Progress - Pool and Chute Fishways Discussion and Design Process Revised September 11, 2001 By: Patrick D. Powers, P.E. Design Spreadsheet


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