Environmental Issues Affecting Small Hydropower Timothy Hogan

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Environmental Issues Affecting Small Hydropower Timothy Hogan Senior Fisheries Biologist Alden Research Laboratory

Environmental Issues Affecting Small Hydropower Timothy Hogan Alden

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Environmental Business Council of New England Small Hydropower in New England October 25, 2012 Solving flow problems since 1894

Outline • What Issues? • Some Basics • Impacts Defined – – – –

Upstream Passage Downstream Passage Minimum Flow Water Quality (dissolved oxygen)

• Mitigation Approaches • Tools to Aid in Mitigation/Design

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Solving flow problems since 1894

Potential Environmental Impacts 1. Barrier to upstream and downstream passage (migration, river connectivity) 2. Fluctuations in river flow of bypass reach (habitat) 3. Water quality in tailrace (dissolved oxygen)

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Solving flow problems since 1894

Some Basics Potential Environmental Impacts

Tailrace Impact Dissolved oxygen

Powerhouse Impact Barrier to upstream and downstream movement

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Forebay Canal

Bypassed Reach

Dam

Impact Water quality/habitat

Impact Barrier to upstream and downstream movement

Solving flow problems since 1894

Some Basics Which species/lifestages can be impacted by hydro operation? Anadromous: Spawn and rear in freshwater, mature in marine environment

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Catadromous: Spawn in marine environment, rear and mature in freshwater

Potamodromous: Complete entire life cycle in freshwater

Solving flow problems since 1894

Upstream and Downstream Passage Biological Impacts • Blocks or delays upstream/downstream migration of fish • Disrupts connectivity of habitat for aquatic species

Operational Impact • • • •

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Provision of passage may be required for licensing Can be contentious, esp. if listed species present Requires construction, operation, and maintenance (i.e., $) May result in generation restrictions (i.e., $)

Solving flow problems since 1894

Upstream Passage Target species in New England

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Solving flow problems since 1894

Upstream Passage - Mitigation Biological Considerations • • • • •

Target species Life stage Migration timing/seasonality Migration behavior (diel activity, light preferences, bottom or surface oriented) Swimming capabilities (burst, prolonged, and sustained swimming speeds)

Engineering Considerations • • • • • •

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Project head Flow rate and velocity criteria Attraction flow Location relative to turbine discharge and spill Installation, maintenance, and operational issues Cost Solving flow problems since 1894

Upstream Passage - Options Fish Ladders

Fish Lifts

Pumps

Nature-like Fishways

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Solving flow problems since 1894

Upstream Passage Example Holyoke Dam • • • • • •

1873 installed ladder; no fish passed 1940 installed another ladder; no fish passed 1951 evaluated pressure lock 1955 lift installed in tailrace 1976 lift installed in bypass reach 2004 improvements to lifts

Images from Ducheney et al. 2006

Result • •

Lift is very effective Often cited as an example of a successful fishway

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Solving flow problems since 1894

Downstream Passage

About 5 to 30 percent of fish passing through hydro turbines are killed

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Solving flow problems since 1894

Downstream Passage - Mitigation Biological Considerations • • • • •

Target species Life stage Migration timing/seasonality Migration behavior (diel activity, light preferences, bottom or surface oriented) Swimming capabilities (burst, prolonged, and sustained swimming speeds)

Engineering Considerations • • • • • •

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Site layout Hydraulics Location relative to turbine intakes Installation, maintenance, and operational issues Debris-related impacts Cost Solving flow problems since 1894

Downstream Passage - Options Guidance Technologies

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Physical Barriers

Turbine Passage

Solving flow problems since 1894

Downstream Passage Example Holyoke Canal •

• •

1970’s installed electroshocker and bypass pipe at Boatlock Station 1992 installed louver facility with partial-depth louvers 2002 extended louvers to fulldepth

Flow

Result • •

Louver facility is very effective Good efficiency for multiple species

Flow

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Photo: Courtesy Chris Tomichek, Kleinschmidt Associates

Solving flow problems since 1894

Minimum Flow

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Solving flow problems since 1894

Minimum Flow Biological Impacts •

Alterations to habitat associated with unnatural flow regimes –

• • • •

low and high flows and the rates at which flows increase and decrease

Fish migration Fish stranding Primary production Changes in water quality (e.g., temperature, DO)

Operational Impact • • •

Provision of minimum flow may be required for licensing Can be contentious, esp. if listed species present Provision of minimum flow may result in less generation

Other Impacts • •

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Sediment transport and deposition Recreation/navigation

Solving flow problems since 1894

Minimum Flow - Mitigation Biological Considerations • • • • •

Target species Life stage Habitat requirements Migration timing/seasonality Swimming capabilities (burst, prolonged, and sustained swimming speeds)

Engineering Considerations • • • • •

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Site layout Location of release Method of release Channel geometry Cost

Solving flow problems since 1894

Water Quality (DO) • Stratification of impoundment results in lower DO water near intake

From Foust and Coulson 2011

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Solving flow problems since 1894

Water Quality (DO) - Mitigation Aeration Approaches Central

Peripheral

Distributed

All images from Foust and Coulson 2011

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Solving flow problems since 1894

Tools to Aid in Mitigation/Design

Physical Modeling

Literature Review

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Laboratory Studies

Field Studies

Numerical Modeling - Computational Fluid Dynamics (CFD) Solving flow problems since 1894

Conclusions • Hydropower is an important piece of the renewable energy portfolio • Environmental impacts are unavoidable • Environmental impacts can be minimized: – Technologically – Operationally

• Many tools available to develop effective mitigation approaches

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Solving flow problems since 1894

Thanks Tim Hogan Alden [email protected] (508) 829-6000, ext. 6473

ALDEN

Solving flow problems since 1894