2026-09-01 オークリッジ国立研究所（ORNL）
A map of technical potential for hydropower capacity at non-powered U.S. dams. Credit: ORNL, U.S. Dept. of Energy
＜関連情報＞
- https://www.ornl.gov/news/ornl-assessment-uncovers-hydropower-opportunities-existing-dams
- https://www.osti.gov/biblio/3014287
米国における非発電ダムの水力発電技術ポテンシャルの評価
An Assessment of Technical Hydropower Potential at Non-Powered Dams in the United States
Hansen, Carly ; Gallego-Calderon, Juan; Bastidas Pacheco, Camilo; Davis, Cleve; DeNeale, Scott; Mendadhala, Rohit; Meng, Jakob; Russell, Glenn; Turner, Sean
Technical Report:01 January 2026
DOI:https://doi.org/10.2172/3014287
Historically, dams have been constructed for a variety of purposes, such as providing a more secure and reliable water supply, mitigating impacts from variations in river flow, allowing continuous navigability, and harnessing mechanical power. A relatively small portion of dams have been designed to store or regulate flows for the purpose of generating electricity (roughly 3% of nationally inventoried dams in the US and 17% of the dams included in the World Register of Dams). The remaining population of existing non-powered dams (NPDs) presents both an opportunity to generate renewable energy and a need to modernize aging infrastructure. This report describes an assessment of more than 2,600 NPDs in the US that have a collective potential of nearly 4 GW in new power capacity. Previous national-scale assessments were aimed at evaluating the theoretical maximum power potential at existing dams in the United States. These estimates were based on the best available information at the time for water availability, hydraulic head, and representative regional capacity factors. This study revisits a subset of 3,299 dams identified in the most recent theoretical resource assessment and uses more detailed and updated hydrologic data to produce estimates of technical potential. These improvements in data enable estimates that more realistically reflect what is physically possible given simple assumptions about the existing structure and constraints on flow and head (Figure 1).
