Making Small Hydro Development Affordable and Acceptable

Making Small Hydro Development Affordable and Acceptable

Publication: Hydro Review
Issue: September 2017

Recent small low-head hydropower development in the U.S. has occurred at non-powered dams and irrigation canals, a significant break from historical development at sites without existing hydraulic and dam structures. The latter is termed greenfield development or new stream-reach development (NSD). These sites are the bulk of the existing technical hydropower resource potential in the country. The financial viability and feasibility of NSD is influenced by: development risk and uncertainty associated with the cost and duration of the licensing process, the cost of site-specific design and customization of equipment and structures, and evolving environmental constraints on design and operation.

Sustainable hydropower development must address these challenges with new thinking and transformational technology and facility design. The resulting hydropower deployments will necessarily feature significantly reduced costs, smaller physical and environmental footprints, and greater stakeholder acceptance than conventional hydro. Oak Ridge National Laboratory is leading a multi-year research and development effort to accelerate the progress of small hydropower development toward this end.

Small hydropower by the numbers

This article defines small hydropower projects (SHP) as having less than 10 MW of capacity. There is about 3.8 GW of SHP capacity in the U.S from more than 1,700 plants with roughly 3,500 units (see Figure 1). The SHP population represents 73% of all hydropower plants but only 4.7% of installed capacity. However, SHPs remain a valuable contributor to U.S. renewable energy supply. In 2015, SHPs generated 13.6 million MWh of energy, roughly equivalent to the aggregated outputs of the landfill gas, geothermal and small-scale solar PV sectors.

U.S. SHPs have median and mean capacities of 1 MW and 2.14 MW, respectively, and tend to be low- to medium-head (median of 23 ft, majority less than 100 ft). One in five SHPs are in canals or conduits; most others for which data are available are run of river (see Figure 2). The first SHP on record began operation in 1891, and SHPs played an important role in U.S. electrification to 1930. About half of operating SHPs were commissioned in a second development wave in the 1980s. SHPs are present in 46 states, with more than half of SHP capacity in California, New York, Idaho, Wisconsin and Michigan (see Figure 3).

 

Read the full article.

Online

Recent Insights

November 2024
Design of a Co-disposal Facility for Thickened Tailings and Potentially Acid-generating Waste Rock
November 2024
Compaction Sensitivity in Tailings Stack Infiltration Modeling: Unsaturated Properties Uncertainty Analysis
November 2024
Volumes of Dam Material Mobilized by Erosion During Tailings Dam Failure Events
October 2024
Estudio de rotura de una presa de jales en la zona centro-norte de México
September 2024
Influence of Pre-Existing Mobilized Zones on B3 Cave Propagation and Initial Subsidence at the New Afton Mine
September 2024
Importance of Indigenous Community Engagement related to ARD/ML and Long-Term Water Quality
September 2024
Effective Assessment of ARD/ML Potential for Non-Mining Infrastructure Projects
August 2024
CESA Aon Engineering Excellence Awards 2024: Kikagati Hydropower Plant
July 2024
Interview: Mario Lazo Emparanza, Regional Manager, Knight Piésold Chile
July 2024
Visionary Leadership: Driving Engineering Excellence in Africa with Vishal Haripersad
June 2024
Concept Feasibility and Predicted Behavior of Mining a Rock Tower with Drill-and-Blast Undermining Using Dynamic Three-Dimensional Discontinuum Numerical Models
June 2024
Estimating Shear Stress within a Clay Foundation Using the Burgers-Creep Model
June 2024
Laboratory Study of Manganese Mining Overburden Mixed with Lime as a Paving Subbase Layer
May 2024
Knight Piésold: Ensuring African Excellence in the DRC
May 2024
Wild Coast N2 Highway Project Taking Shape
May 2024
Interview: Guillermo Barreda, Gerente General, Knight Piésold Perú
April 2024
Risk Mitigation through Design Optimization Utilizing Seasonal Effects under Arctic Conditions at the Amaruq Mine
April 2024
Synthetic Rock Mass Modeling of Progressive Unravelling and Overall Slope Stability Using the Discrete Element Method
April 2024
Operational Slope Stability Risk Management for Large Open Pits at the Mount Milligan Mine – A Case Study
April 2024
Risk and Informed Approach to TSF Design and Operation