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Fish Barrier Design Evolution in Montana 1 George Austiguy PE, Pioneer Technical Services With Contributions by Dale White PE, USFS
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Fish Barrier Design Evolution in Montana 1 George Austiguy PE, Pioneer Technical Services With Contributions by Dale White PE, USFS.

Dec 18, 2015

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Page 1: Fish Barrier Design Evolution in Montana 1 George Austiguy PE, Pioneer Technical Services With Contributions by Dale White PE, USFS.

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Fish Barrier Design Evolution in Montana

George Austiguy PE, Pioneer Technical ServicesWith Contributions by Dale White PE, USFS

Page 2: Fish Barrier Design Evolution in Montana 1 George Austiguy PE, Pioneer Technical Services With Contributions by Dale White PE, USFS.

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Fish Barrier Design Evolution in Montana

• Early barrier designs were based on the concept of a height barrier.• So… How high can a fish jump? Let’s try 4 ft.

• Limited data on how high a salmonid could jump => Barrier designs became based on theoretical leap estimates as a function of fish burst speed.

Page 3: Fish Barrier Design Evolution in Montana 1 George Austiguy PE, Pioneer Technical Services With Contributions by Dale White PE, USFS.

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Fish Barrier Design Evolution in Montana

Page 4: Fish Barrier Design Evolution in Montana 1 George Austiguy PE, Pioneer Technical Services With Contributions by Dale White PE, USFS.

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Fish Barrier Design Evolution in Montana

How fast can a fish swim? => Data old, based on laboratory measurements, not representative of field conditions = uncertainty

Page 5: Fish Barrier Design Evolution in Montana 1 George Austiguy PE, Pioneer Technical Services With Contributions by Dale White PE, USFS.

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Fish Barrier Design Evolution in Montana

• This height based design approach led to fish barrier designs with an downstream apron on-grade with a weir crest 4 – 5 ft above the downstream design flow (typically Q50 in MT.) water surface elevation

Page 6: Fish Barrier Design Evolution in Montana 1 George Austiguy PE, Pioneer Technical Services With Contributions by Dale White PE, USFS.

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Fish Barrier Design Evolution in Montana

• Breeching of height based designed fish barrier structures for which conservative, theoretical fish leaping calculations predicted were not breachable (i.e. the fish could not leap over) led to a focus on the downstream conditions. i.e. what’s wrong with our model?

• Analysis of the breached structures indicate downstream aprons had variable hydraulic conditions which potentially fish were able to exploit and use to breach the barrier.

Page 7: Fish Barrier Design Evolution in Montana 1 George Austiguy PE, Pioneer Technical Services With Contributions by Dale White PE, USFS.

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Temporary Apron On-Grade Fish Barrier Cherry Creek, MT Breached by Rainbow Trout. Weir Height = 4.5 ft.

Fish Barrier Design Evolution in Montana

Page 8: Fish Barrier Design Evolution in Montana 1 George Austiguy PE, Pioneer Technical Services With Contributions by Dale White PE, USFS.

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Fish Barrier Design Evolution in Montana

• These variable hydraulic conditions can include clinging nappes, eddys and standing waves, and micro low-energy streams associated with turbulent flow caused by non-uniform downstream geometry;

• The ability of salmonids to exploit small variations in energy within the flow stream to pass obstructions is supported by research using PIT tagged fish and 3-dimensional modeling (M.Blank, 2005“Studies of Fish Passage Through Culverts in Montana”);

Page 9: Fish Barrier Design Evolution in Montana 1 George Austiguy PE, Pioneer Technical Services With Contributions by Dale White PE, USFS.

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Fish Barrier Design Evolution in Montana

• Research on brook trout (Kondratieff and Myrick, 2006, “How High Can Brook Trout Jump”)indicates that leaping ability by brook trout is a direct function of the water depth in the downstream region of the barrier;

• Tools available to design practitioners are typically limited to simple, 1-dimensional hydraulic models (HEC-RAS);

Page 10: Fish Barrier Design Evolution in Montana 1 George Austiguy PE, Pioneer Technical Services With Contributions by Dale White PE, USFS.

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Fish Barrier Design Evolution in Montana• Collectively these observations and research results pushed our fish

barrier design concepts to focus on producing downstream hydraulically uniform, 1-dimensional flow conditions, with shallow depth and high velocities to eliminate the ability of fish to leap in the first place;

• If the flow depth is too shallow for a fish to orientate to a leaping angle, it cannot jump;

• Apron flow that is supercritical (shallow and fast) uniform flow, requires a fish to constantly be in burst mode, eliminates locations where a fish could rest or leap from.

• Wing walls adjacent to the downstream apron:– Provide geometry that produces uniform flow conditions;– Produces 1-dimensional dominated uniform flow conditions=> allows 1- dimensional

hydraulic modeling better predictive performance

• Elevated apron crest maintains supercritical apron flow;• This design concept is consistent with fish barrier design guidelines

adopted by NOAA Fisheries (BOR, 2006, Fish Protection at Water Diversions)

Page 11: Fish Barrier Design Evolution in Montana 1 George Austiguy PE, Pioneer Technical Services With Contributions by Dale White PE, USFS.

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Fish Barrier Design Evolution in Montana

The specific structure design criteria used : •

– The downstream crest of the apron will be elevated 1 ft above the maximum design tailwater elevation;

• – The minimum apron length will be 16 feet;

• – The minimum apron slope will be 16H:1V;

• – The minimum weir height of the barrier will be 3.5 ft above the apron height;

and•

– The structure shall be designed to exclude fish passage up to the 50-year flow and to structurally withstand the 100-year flow.

Page 12: Fish Barrier Design Evolution in Montana 1 George Austiguy PE, Pioneer Technical Services With Contributions by Dale White PE, USFS.

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Fish Barrier Design Evolution in Montana

Hydraulic Modeling Example of Elevated ApronCourtesy of Dale White USFS

Page 13: Fish Barrier Design Evolution in Montana 1 George Austiguy PE, Pioneer Technical Services With Contributions by Dale White PE, USFS.

Fish Barrier Design Evolution in Montana

Hydraulic Modeling Example of On-Grade ApronCourtesy of Dale White USFS

Page 14: Fish Barrier Design Evolution in Montana 1 George Austiguy PE, Pioneer Technical Services With Contributions by Dale White PE, USFS.

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Fish Barrier Design Evolution in Montana

• Recent examples of this design concept are shown on the following slides

Page 15: Fish Barrier Design Evolution in Montana 1 George Austiguy PE, Pioneer Technical Services With Contributions by Dale White PE, USFS.

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Fish Barrier Design Evolution in Montana

Temporary Fish Barrier, Casias Creek New Mexico

Page 16: Fish Barrier Design Evolution in Montana 1 George Austiguy PE, Pioneer Technical Services With Contributions by Dale White PE, USFS.

16Smith Creek Fish Barrier Montana

Fish Barrier Design Evolution in Montana

Page 17: Fish Barrier Design Evolution in Montana 1 George Austiguy PE, Pioneer Technical Services With Contributions by Dale White PE, USFS.

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Fish Barrier Design Evolution in Montana

Cherry Creek Fish Barrier, Montana

Page 18: Fish Barrier Design Evolution in Montana 1 George Austiguy PE, Pioneer Technical Services With Contributions by Dale White PE, USFS.

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Fish Barrier Design Evolution in Montana

Greenhorn Creek Fish Barrier, Montana

Page 19: Fish Barrier Design Evolution in Montana 1 George Austiguy PE, Pioneer Technical Services With Contributions by Dale White PE, USFS.

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Fish Barrier Design Evolution in Montana

Muskrat Creek Fish Barrier, MontanaCourtesy of Dale White USFS

Page 20: Fish Barrier Design Evolution in Montana 1 George Austiguy PE, Pioneer Technical Services With Contributions by Dale White PE, USFS.

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Fish Barrier Design Evolution in Montana

NF Highwood Creek Fish Barrier, Montana