overview of topics swimming ability of juvenile salmonids behavior of juvenile salmonids guiding...

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POSITIVE BARRIER SCREEN AND BYPASS SYSTEM DESIGN

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POSITIVE BARRIER SCREEN AND BYPASS SYSTEM DESIGN

2

Overview of Topics

Swimming Ability of Juvenile Salmonids Behavior of Juvenile Salmonids Guiding Juvenile Salmonids Design Development Selecting the Screen Structure Site

3

Overview of Topics (continued) Facility Design

CriteriaVelocityScreen Face Materials

Types of Positive Barrier Screens Debris and Sediment Management Approach Velocity Balancing

4

Swimming Ability of Juvenile Fish

See references/suggested reading in course notebook.

University of Washington Fisheries Research Institute study (Smith and Carpenter, 1987) was used to develop fish screen approach velocity criterion.

USFWS Bull Trout studies.

Design Fish – Smallest Fry, Coldest Water

6

Factors Affecting Swimming Ability Approach velocity, sweeping velocity,

and canal velocity Water Temperature Fish Size Swimming Time Duration Dissolved Oxygen Level

7

Swimming Speeds Classification

CruisingSpeed

SustainedSpeed

DartingSpeed

Used for: MigrationAvoidObstacles

EscapePredators

Duration of: Hours Minutes Seconds

8

Juvenile Fish Swimming Speeds

9

Effect of Temperature on Cruising Velocity

10

Effect of Temperature on Critical Velocity

11

Effect of Fish Size on Critical Velocity

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Potential Behavioral Factors Effecting Migrating Juvenile Salmonids

Physiology and migration triggers Screen and bypass hydraulic design issues Dams and water diversions – presence, size Reservoir passage – velocity, predators Guidance in dam forebays Available routes of passage

13

Reluctance to enter small bypasses Preference for either day or night

migration past screen structures Migration corridors in lakes (mostly

follow shoreline, depth ?) Lateral line function Dissolved Oxygen Level

Potential Behavioral factors (continued)

14

Physiology – Migration Effects

Body silvering increases Salinity tolerance increases Growth rate increases Weight per unit length decreases Body total lipid content increases Blood glucose increases Gill microsome, Na, K, ATPase enzyme activity

increases

Smolt (migrating) characteristics compared with parr (non-migrating):

15

Fish Size - Migration Timing

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Fish Size - Migration Timing

10 20 2010 2010 2010

70

60

50

40

30

20

40

30

20

50

60

70

Ave

rage

fork

leng

th o

f mig

rant

s (m

m)

Num

bers

of m

igra

ting

fry

and

sm

olts

(th

ousa

nds)

30

10

0

20

50

40

60

0

20

16

12

8

4

0

March April May June

A

BTemporal Pattern of Fry andSub-Yearling Smolts in TwoRivers on Vancouver Island

A - Cowichan River - 1967B - Nanaimo River - 1980

Source: Groot and Margolis 1991

CHINOOK RUN TIMING

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River Flow – Migration Effects

Diurnal migration effect

0 12

34

5

6

78

910

11121314

1516

17

18

1920

2122

23

+

Arrival of juvenile sockeye salmon at Rocky Reachsampler

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Positive Barrier Screens (PBS)Fish screen or rack to prevent fish entry

into diversionPreferred screen design - guide fish to

bypass without contacting screen

Behavioral DevicesNot acceptable as stand alone deviceCould enhance performance of PBS

Methods of Guiding Juvenile Salmonids

20

Vertical Fixed-Plate Screens Traveling Screens

Panel screensBelt Screens

Pump Intake Screens/End of Pipe ScreensFixed Cylindrical Screen Cone screens

Eicher Screens (penstocks) Modular Inclined Screens Non-vertical Fixed Screens Rotating Drum Screens (canal screens)

Examples of Positive Barrier Screens

21

Examples of Behavioral Devices

Sound Light Electric Fields Hydraulic Action

22

Design Objectives Guide Fish Past Screens:

Without contacting screen - impingementWithout entrainment through seals, mesh,

other gapsWithout delay – good guidance to bypassWithout injury or mortalityMinimizing stress to fishMinimizing predation potential

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Selecting the Screen Structure Site Minimize delay O&M considerations On-River site Off-River site Hydraulics, Hydrology Head needed for bypass operation Bank characteristics Data Collection (see Notebook)

24

Off-Channel Diversion

Off-Channel Screen

Site Selection – Off Channel

27

Turning Vanes to Correct Channel Approach Flow Conditions

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On-Channel Diversion

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Other Site Considerations Diversion Canal as Fish Habitat Diversion Operations – Pitfalls Starting and Stopping of Diversions

Considering Screen Project Priority

Potential number of fish entrained Existing level of protection Funding ESA Land ownership Proximity to other projects Frequency of diversion Type of diversion

Hypothetical Screen Prioritization Problem

Break

44

Screen Design

Design FeaturesFlow-Screen AngleUniform Approach VelocityChannel ConfigurationTrashracksSealsCleaning System

Effective Flow Area

Effective Flow Area: Defined as the total submerged screen area, excluding area blocked by major structural members, but including the screen face material. For rotating drum screens, effective screen area consists only of the submerged area projected onto a vertical plane (i.e. a rectangular area).

46

Screen Velocity Criteria (NMFS NWR)Approach Velocity (Va)

• Definition: Va is the canal velocity component perpendicular to the screen face.

• Va must be less than or equal to 0.4 ft/s, at all diverted flow levels and all water surface elevations.

47

Screen Velocity Criteria (NMFS NWR)

Approach Velocity (Va)

• The basis for the approach velocity criterion is that salmonid fry swimming for less than one minute, can avoid impingement if screen approach velocity is less than 0.4 feet per second.

• This was developed by testing salmonid fry for sustained swimming stamina in temperatures as low as 4 degrees Celsius.

• Stamina swim tests for salmonid fry conducted at U. of Washington in 1987 by L.S. Smith and L.T. Carpenter – repeated by others, with similar results.

48

Screen Velocity Criteria (NMFS NWR)

Achieving Uniform Approach Velocity (Va)

• The screen design must provide for nearly uniform flow distribution over the screen surface, thereby minimizing Va over the entire screen face.

• Uniform flow distribution avoids localized areas of high Va, which have the potential to impinge fish.

• Providing adjustable porosity control on the downstream side of screens, and/or flow training walls may be required. Large facilities may require hydraulic modeling to identify and correct areas of concern. More on this later.

49

Approach Velocity – Simplest Case

50

Screen Velocity Criteria (NMFS NWR)

Sweeping Velocity (Vs)

• Definition: Vs is the canal velocity component parallel to the screen face.

• Vs must be at least twice the approach velocity, must not decelerate or rapidly accelerate.

• Vs acts to move fish (and debris) toward bypass. Lab studies and field experience have shown that smooth sweeping velocity reduces migration delay.

51

Screen Velocity Criteria (NMFS NWR)

Sweeping Velocity (Vs)

•Vs must be sufficient to sweep a motionless fish to a bypass entrance in less than 60 seconds (exposure time criterion).

• Screens longer than 6 feet must be angled and must have Vs greater than Va (tests at Battele Labs). This angle may be dictated by site-specific geometry, hydraulic, and sediment conditions.

• Optimally, Vs should be around 3 ft/s.

Velocity Vectors – Va and VsV

cana

l = V

Vapproach = Va

Scr

een

Face

Vsw

eep

= V

s

өө

Va = V * sin ө

Vs = V * cos ө

Where ө is the angle between the screen face and the canal wall

53

Likely (but not always) Orientation of Juvenile Fish in Front of Screens

54

Screen Face Materials - Overview

Continuous Slots - Criterion

To protect the smallest salmonid fry:

Maximum Slot Size = 1.75 mm

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Continuous Slots – Vee Wire

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Continuous Slots - Profile Bar

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“Continuous Slots” – Intralox (plastic)

Woven Wire Fabric - Criteria

To protect the smallest salmonid fry:

Max. Mesh Opening = 3/32 inch (2.38 mm)

Minimum Porosity = 27% Open Area

60

Woven Wire (old galvanized – not used anymore)

Woven Mesh on Rotating Drum Screens

Perforated Plate - Criteria

To protect the smallest salmonid fry:

Maximum Opening = 3/32 inch (2.38 mm)

Minimum Porosity = 27% Open Area

Perforated Plate on Rotating Drum Screens

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Perforated Plate

Seals

Screens need to be fitted tightly to structural frames and other civil works.

Where moving screens attach to civil works, seals are mandatory and should be checked at least annual for tightness of fit and wear.

The entire face of the screen must not include gaps greater than the maximum slotted screen opening (1.75 mm).

Bottom Seals

Side Seals