Academic literature on the topic 'Damless hydroelectric power plants'

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Journal articles on the topic "Damless hydroelectric power plants"

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Brylina, O. G., K. D. Semenova, and S. I. Nechitailo. "On issue of hydroelectric power plants." IOP Conference Series: Earth and Environmental Science 194 (November 15, 2018): 062006. http://dx.doi.org/10.1088/1755-1315/194/6/062006.

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Jiménez, Oscar F., and M. Hanif Chaudhry. "Stability Limits of Hydroelectric Power Plants." Journal of Energy Engineering 113, no. 2 (September 1987): 50–60. http://dx.doi.org/10.1061/(asce)0733-9402(1987)113:2(50).

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Devyatkin, A. A., S. V. Titov, and V. V. Konovalov. "Hydroelectric power plants for small rivers." Journal of Physics: Conference Series 2131, no. 3 (December 1, 2021): 032071. http://dx.doi.org/10.1088/1742-6596/2131/3/032071.

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Abstract Comparative analysis of methods of obtaining electricity from a renewable energy source is carried out. Various designs and op-tions for small hydroelectric power plants have been proposed. Positive and negative factors of structures under consideration and their impact on the environment are analyzed. The main characteristics of the flow (speed, head) for the choice of the optimal variant of hydroelectric power plant have been determined. Three variants of impellers for free-flow hydroelectric power plants are proposed with a comparison of the efficien-cy of each variant. An analysis was carried out and an impeller based on a Darrieus rotor was selected for further research. Simulation was performed in the Flow Simulation program. The initial data for the design of Darrieus rotor operating in a liquid were the diameter and width of the impeller. The calculations involved a rotor with straight and swirling blades. The swirling blades rotor is self-starting. In the course of the calcula-tion, the speed of the liquid flow approaching the rotor and the rotor speed were changed. As a result of cal-culation, the value of the positive moment for self-starting was determined, which occurs at an incident flow velocity of at least 1.3 m/s.
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Balzannikov, Mikhail. "SAVING RESOURCES IN THE CONSTRUCTION OF HYDROELECTRIC POWER PLANTS." ENVIRONMENT. TECHNOLOGIES. RESOURCES. Proceedings of the International Scientific and Practical Conference 1 (June 20, 2019): 20. http://dx.doi.org/10.17770/etr2019vol1.4103.

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The article describes run-of-the-river hydroelectric power plants. The authors specify the importance of performing technical and economic calculations in justifying the large-sized units of the water-supplying channel of a run-of-the-river hydroelectric power plant: turbine pits and suction (discharge) pipes. The study shows that the amount of construction work and the total cost of building a hydroelectric power plant depend on the size of these water supply units. The research objective is to analyze the validity of establishing the main dimensions of the suction pipes for modern technical and economic conditions. The researchers use the discounted income method. The calculations are performed for a hydroelectric power plant with an elbow suction pipe. The analysis of how the operating conditions of a hydroelectric power plant influence the savings of construction resources is carried out. The analysis shows that saving construction resources by reducing the length of the suction pipe is justified if the hydroelectric power plamt is designed to work only at peak power loads. For hydroelectric power plants operating at semi-peak or base power loads, the additional construction costs would be appropriate if leading to the decrease in pressure loss and to the increase in electricity generation.
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Turgeon, A. "Siting and Dimensioning of Hydroelectric Power Plants." IFAC Proceedings Volumes 18, no. 9 (August 1985): 311–16. http://dx.doi.org/10.1016/s1474-6670(17)60306-9.

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Kiraga, Marta. "Hydroelectric Power Plants and River Morphodynamic Processes." Journal of Ecological Engineering 22, no. 7 (July 6, 2021): 163–78. http://dx.doi.org/10.12911/22998993/139068.

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Aleksandrovskii, A. Yu, and P. S. Borshch. "Prediction of electric-power generation at hydroelectric power plants." Power Technology and Engineering 47, no. 2 (July 2013): 83–88. http://dx.doi.org/10.1007/s10749-013-0403-8.

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Rusina, A. G., Dzh Kh Khudzhasaidov, O. V. Naumov, and A. N. Gorlov. "Development of an intelligent system for integrated management of hydroelectric cascade modes." E3S Web of Conferences 124 (2019): 05019. http://dx.doi.org/10.1051/e3sconf/201912405019.

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The paper deals with an isolated electric power system (EPS) based on hydroelectric power plants. The analysis of the existing methods and approaches for investigation of modes of EPS which comprise hydroelectric power plants is presented. A mathematical model of a hydroelectric station cascade has been developed, which allows taking into account the hydraulic connection during calculation of electrical modes. A software tool for optimization the operating modes of hydroelectric power plants as part of the power system was developed. It uses redistribution the load between hydraulic units both inside the station and between hydroelectric complexes of cascade hydroelectric stations. The task of modeling power consumption and load graphs of EPS with specific properties, based on the application of artificial intelligence methods, is considered.
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Hernández-Gutiérrez, José Carlos, José Antonio Peña-Ramos, and Victor I. Espinosa. "Hydro Power Plants as Disputed Infrastructures in Latin America." Water 14, no. 3 (January 18, 2022): 277. http://dx.doi.org/10.3390/w14030277.

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Non-violent methods can strongly support achieving the 2030 Agenda of sustainable development goals, increasing energy efficiency and access in the poorest countries. However, hydroelectric power stations are disputed strategic elements in any region of the world. This paper analyzes, firstly, the role of hydroelectric power stations as elements that have been generating conflicts in Latin America in the period 1982–2018 and, secondly, the conflicts themselves. The results show that indigenous peoples face the most significant risks from constructing dams and, consequently, they are the primary opponents of hydroelectric projects.
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Grechnevikov, E. I. "Rebuilding of hydroelectric units in the series of Niva hydroelectric power plants." Hydrotechnical Construction 31, no. 12 (December 1997): 719–21. http://dx.doi.org/10.1007/bf02766225.

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Dissertations / Theses on the topic "Damless hydroelectric power plants"

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Cornejo, Gómez César Alberto. "Methodology for the development of hydroelectric power plants." Thesis, Massachusetts Institute of Technology, 2016. http://hdl.handle.net/1721.1/107592.

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Thesis: S.M. in Engineering and Management, Massachusetts Institute of Technology, School of Engineering, System Design and Management Program, Engineering and Management Program, 2016.
Cataloged from PDF version of thesis.
Includes bibliographical references (pages 73-75).
Hydropower has sufficient resources available and is actively promoted by Governments as part of their energy matrix, but its development is constrained by the difficulty of addressing location particularities, including technical features such as geology or hydrology, and institutional features such as social acceptance, environmental constraints and the regulatory framework. Project results emerge from the interactions of these Inherent Features and the Project Architecture and do not always meet stakeholders' expectations, leading to deficient project results and lost value. This thesis proposes a methodology for prototyping projects to reflect these particularities and inform project shaping and decision-making early in the process. The proposed methodology was built on three systems engineering and project complexity frameworks, and lessons learned from four case studies. Its contribution to hydropower development is related to (i) the incorporation of systems evolution over time on the development process, (ii) the identification and management of relationships among the various decomposed elements of the development, (iii) the identification of emergent properties from the interactions among all features, (iv) a prototype for developers to optimize or search for project architectures that meet stakeholders objectives while complying with restrictions, (v) the delivery of unbiased information for decision-makers, (vi) the opportunity of stakeholders to participate in the project shaping in a continuous fashion, and (vii) the delivery of a tool for the implementation team to evaluate and challenge changes to the project during construction. The usage of this methodology does not guarantee the avoidance of errors or unforeseen project outcomes, but it does reduce the chance for unknown risks emerging from the interactions of the evaluated features.
by César Alberto Cornejo Gómez.
S.M. in Engineering and Management
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Rule, James Arthur. "A strategy for modeling hydroelectric plants and improving their performance." Diss., This resource online, 1988. http://scholar.lib.vt.edu/theses/available/etd-07282008-135937/.

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Gencoglu, Cihangir. "Assessment Of The Effect Of Hydroelectric Power Plants&#039." Master's thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12612165/index.pdf.

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The Turkish TSO (TEIAS) has been leading a project that aims the synchronous interconnected operation of the Turkish Power System and the ENTSO-E CESA (former UCTE) System. For this purpose, this study concentrates on the specific problems related to the electromechanical systems of large size hydroelectric power plants regarding low frequency inter area oscillations, which are prone to occur once the interconnected operation is established. The expected frequency of inter area oscillations after interconnected operation is close to 0.15 Hz, which is in the frequency range of the speed governing structures of turbines, as explained in the first two sections of the thesis. In the third section, the nonlinear turbine governor model used throughout the study is explained. In the following part, the governor parameter tuning study with regard to the defined performance objectives is explained. Afterwards, the effect of the retuned governor settings of the sample hydroelectric power plants on a simple multi machine power system is shown. Following that, the system wide effect of removing the sources of negative damping, which are strongly dependent on the governor settings of the major hydroelectric power plants of the Turkish Power System, is shown. In the final part, conclusions are made on the operation of the hydroelectric power plants regarding the frequency stability of the system after synchronous interconnected operation of the Turkish Power System and the ENTSO-E CESA System.
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Do, Tung Van. "Optimal operation of a hydroelectric reservoir." Thesis, University of British Columbia, 1987. http://hdl.handle.net/2429/26694.

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This thesis examines the influence of different degrees of serial correlation in the streamflow records on optimal operation of a hydroelectric reservoir. This thesis also investigates the practical aspects of choosing different decision variables, considering effects on ease of implementation, total benefit, and actual use for real-time operations. Stochastic dynamic programming was used to optimize the long-term operation of a hydroelectric project with a single reservoir. Reservoir inflows were analyzed using monthly flow record for 58 years with the assumption that monthly inflows are either perfectly correlated, uncorrelated, or partially correlated. Reservoir level change and powerhouse discharge were considered as alternative decision variables for each of the three cases of inflow serial correlation. The optimization results were then examined and compared to determine the significance of the choice of decision variables and to explore the effects of inflow serial correlation on practical operating decisions which might be based on the results of the optimization. It was found that (1) Case 2 in which inflows were assumed perfectly correlated and Case 3 with partially correlated inflows produce, respectively, highest and lowest total expected return, (2) the difference in total expected return between cases depends largely upon the physical characteristics of the system, (3) the reservoir level change decision case produces more conservative results than the discharge decision case, (4) the results from the reservoir level change decision are easier to use for realtime operation than those from the discharge decision case, (5) different results will be produced with different choice of decision variables.
Applied Science, Faculty of
Civil Engineering, Department of
Graduate
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Quiroga, Oscar Daniel. "Modelling and nonlinear control of voltage frequency of hydroelectric power plants." Doctoral thesis, Universitat Politècnica de Catalunya, 2000. http://hdl.handle.net/10803/5934.

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Las centrales hidroeléctricas, como sistemas reales, tienen un comportamiento no lineal. Con el objetivo de diseñar controladores para turbinas, fue una práctica normal en el pasado considerar o simplificar estos comportamientos no lineales linealizando en un punto de operación las ecuaciones diferenciales que representan la dinámica de la central hidroeléctrica. La principal motivación de esta tesis nace como consecuencia y la necesidad de mejorar y optimizar las respuestas dinámicas de las plantas hidroeléctricas, considerando estos comportamientos no lineales, conduciendo a modelos dinámicos más realistas del sistema de la turbina hidráulica, además, desarrollar y diseñar controladores más eficientes. Esta tesis considera en general el caso de sistemas de operación aislados, este es el caso de una central hidroeléctrica alimentando una carga aislada.
En esta tesis se cubren dos objetivos principales: 1) Profundizar el Conocimiento de los Modelos de Sistemas Hidroeléctricos, 2) Diseñar Controladores a Partir de Modelos Probados.
Profundizar el Conocimiento de los Modelos de Sistemas Hidroeléctricos
Este objetivo consiste en desarrollar un análisis comparativo de diferentes modelos de centrales hidroeléctricas aplicados al control de la velocidad de giro de la turbina, y proponer nuevos modelos. Con este propósito se utilizan parámetros tomados de diferentes centrales hidroeléctricas referenciadas en la bibliografía. Además, se propone la identificación de la central hidroeléctrica de Susqueda (Río Ter, Girona) usando estos modelos previamente refinados. Un paso previo muy importante para el diseño de un controlador es obtener un modelo dinámico de un sistema hidráulico confiable.
Diseñar Controladores a Partir de Modelos Probados
El segundo objetivo es el desarrollo y diseño de controladores de la frecuencia (velocidad de giro) para centrales hidroeléctricas usando técnicas de control no lineal basadas en técnicas de la geometría diferencial y de la función de Lyapunov. En ambos casos los controladores son diseñados a partir de modelos de sistemas hidráulicos no lineales. Los resultados demuestran que usando dos funciones de coste, los controladores no lineales mejoran el comportamiento dado por los clásicos controladores PID entre un veinte y un doce por ciento, y con respecto a un controlador Gain Scheduling la mejora es entre un quince y un doce por ciento.
Hydroelectric power plants, like real systems, have nonlinear behaviour. In order to design turbine controllers, it was normal practice in the past to consider or simplify these nonlinear behaviours by linearizing at an operating point the differential equations that represent the dynamics of the hydroelectric plant. The main motivation of this dissertation was born as a consequence and necessity of improving and optimising the dynamic responses of hydroelectric plants, by taking into account these nonlinear behaviours, leading to more realistic dynamic models of the hydraulic turbine system and to the development and design of more efficient controllers. This dissertation considers in general the case of isolated system operations; it is therefore the case of a hydroelectric power plant supplying an isolated load.
Two objectives are covered in this dissertation: 1) To Deepen the Knowledge of Hydroelectric System Models, 2) To Design Controllers from Well Proven Models.
To Deepen the Knowledge of Hydroelectric System Models
This objective consists of performing a detailed comparative analysis of different existent hydroelectric models applied to speed control and propose new ones. For this purpose real parameters taken from many hydroelectric power plants referenced in the bibliography are utilised.
Moreover, the identification of a hydroelectric power plant on the Ter River (Susqueda) is proposed by using these previously refined models. To obtain a reliable dynamic model of hydraulic turbine systems is an important step prior to the controller design.
To Design Controllers from Well Proven Models
The second objective is the development and design of frequency (speed) controllers for hydroelectric power plants by using nonlinear control techniques based on differential geometry and on the Lyapunov function. For both cases the controllers are designed from nonlinear dynamic models of hydraulic turbine systems. The results demonstrate that using two cost functions the nonlinear controllers improve the behaviour given by classical PID controllers between a twenty and a twelve per cent, and with respect a Gain Scheduling controller the improvement is between a fifteen and a twelve per cent.
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Alford, John Matthew. "The Power Politics of Hells Canyon." Thesis, University of North Texas, 1999. https://digital.library.unt.edu/ark:/67531/metadc278138/.

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This study examines the controversy regarding Hells Canyon on the Snake River, North America's deepest gorge. Throughout the 1950s, federal and private electric power proponents wrangled over who would harness the canyon's potential for generating hydroelectricity. After a decade of debate, the privately-owned Idaho Power Company won the right to build three small dams in the canyon versus one large public power structure. The thesis concludes that private development of Hells Canyon led to incomplete resource development. Further, support of private development led to extensive Republican electoral losses in the Pacific Northwest during the 1950s.
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Heffron, Ronald E. "The development and deployment of a submersible ROV for the underwater inspection of hydroelectric station tunnels." Master's thesis, This resource online, 1990. http://scholar.lib.vt.edu/theses/available/etd-01202010-020029/.

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King, Robert Donald 1954. "FEASIBILITY STUDIES FOR SMALL HYDROPOWER PROJECTS (HYDROELECTRIC, PLANNING, RECONNAISSANCE, WATER RESOURCES)." Thesis, The University of Arizona, 1986. http://hdl.handle.net/10150/292069.

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Wells, Philippa Katherine. "Uncovering "regimes of truth" locating and defining discourses associated with hydro-electric development in New Zealand : a thesis submitted to Auckland University of Technology in partial fulfilment of the Doctor of Philosophy, 2004." Full thesis. Abstract, 2004.

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Campeau, Benjamin R. "Hydroelectric power optimization using a decomposition procedure for the indefinite quadratic form /." This resource online, 1993. http://scholar.lib.vt.edu/theses/available/etd-09052009-040836/.

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Books on the topic "Damless hydroelectric power plants"

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Harnessing hydroelectric energy. New York: PowerKids Press, 2017.

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Hydroelectric power power from moving water. New York: Crabtree, 2010.

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Orr, Tamra. Hydroelectric energy. Ann Arbor: Cherry Lake Pub., 2008.

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Cartwright, Paul. Broadwater Hydroelectric Project. [Helena]: Montana Dept. of Natural Resources and Conmservation, 1990.

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Koch, C. Peter. Small hydroelectric design manual. New Westminster, B.C. (512 Sharpe St., New Westminster V3M 4R2): C.P. Koch, 1990.

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Brian, Drummond, ed. The Erne hydroelectric scheme. Dublin, Ireland: The Lilliput Press, 2013.

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Hydroelectric projects, power, dams, and environment. Delhi: S.S. Publishers, 2008.

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Water power development. 3rd ed. Budapest: Akadémiai Kiadó, 1987.

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Road map to power investors in Nepal. Kathmandu: Independent Power Producers' Association, 2005.

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Minion, Robin. Hydroelectric developments in Northern regions. Edmonton: Boreal Institute for Northern Studies, 1985.

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Book chapters on the topic "Damless hydroelectric power plants"

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Chaudhry, M. Hanif. "Transients In Hydroelectric Power Plants." In Applied Hydraulic Transients, 155–220. New York, NY: Springer New York, 2014. http://dx.doi.org/10.1007/978-1-4614-8538-4_5.

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Pereira, Geraldo Magela. "Hydroelectric powerplants." In Design of Hydroelectric Power Plants – Step by Step, 1–23. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003161325-1.

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Pereira, Geraldo Magela. "Power output." In Design of Hydroelectric Power Plants – Step by Step, 81–89. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003161325-5.

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Pereira, Geraldo Magela. "Types of power plants and layouts." In Design of Hydroelectric Power Plants – Step by Step, 39–52. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003161325-3.

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Onoda, Takashi, Norihiko Ito, and Hironobu Yamasaki. "Interactive Trouble Condition Sign Discovery for Hydroelectric Power Plants." In Advances in Neuro-Information Processing, 663–70. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-03040-6_81.

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Ito, Norihiko, Takashi Onoda, and Hironobu Yamasaki. "Interactive Abnormal Condition Sign Discovery for Hydroelectric Power Plants." In New Frontiers in Applied Data Mining, 181–92. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-00399-8_16.

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Pereira, Geraldo Magela. "Mechanical equipment." In Design of Hydroelectric Power Plants – Step by Step, 309–60. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003161325-10.

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Pereira, Geraldo Magela. "Construction planning." In Design of Hydroelectric Power Plants – Step by Step, 407–29. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003161325-12.

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Pereira, Geraldo Magela. "Hydraulic conveyance design." In Design of Hydroelectric Power Plants – Step by Step, 239–307. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003161325-9.

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Pereira, Geraldo Magela. "Planning hydropower generation." In Design of Hydroelectric Power Plants – Step by Step, 25–38. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003161325-2.

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Conference papers on the topic "Damless hydroelectric power plants"

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Panteleev, V. I., S. S. Trufakin, and G. A. Pilyugin. "Stochastic optimization of Modes of Hydroelectric Power Plants." In 2019 International Conference on Industrial Engineering, Applications and Manufacturing (ICIEAM). IEEE, 2019. http://dx.doi.org/10.1109/icieam.2019.8743051.

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Wright, S. A., A. Kanagala, M. Sahni, W. J. Lee, H. F. Threlkeld, M. A. Martinez, and R. Kenarangui. "Benefits of upgrading protection schemes for hydroelectric power plants." In Conference Record. 2005 IEEE Industrial and Commercial Power Power Systems. IEEE, 2005. http://dx.doi.org/10.1109/icps.2005.1436379.

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de Mesquita, Leon Marcel Oliveira, Jefferson dos Santos Menas, Emanuel Leonardus van Emmenk, and Mauncio Aredes. "Maximum power point tracking applied on small hydroelectric power plants." In 2011 International Conference on Electrical Machines and Systems (ICEMS). IEEE, 2011. http://dx.doi.org/10.1109/icems.2011.6073371.

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Hidalgo, I. G., S. Soares, D. G. Fontane, and M. A. Cicogna. "Management and analysis of data from hydroelectric plants." In 2009 IEEE/PES Power Systems Conference and Exposition (PSCE). IEEE, 2009. http://dx.doi.org/10.1109/psce.2009.4840055.

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Aray, Alejandra, and Jose Loreto Pedrique. "Distributed Control Implementation in CVG EDELCA Hydroelectric Power Plants." In 2006 IEEE/PES Transmission & Distribution Conference and Exposition: Latin America. IEEE, 2006. http://dx.doi.org/10.1109/tdcla.2006.311642.

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Bocko, J., M. Pastor, and P. Lengvarsky. "State assessment of stop gates of hydroelectric power plants." In 2019 International Council on Technologies of Environmental Protection (ICTEP). IEEE, 2019. http://dx.doi.org/10.1109/ictep48662.2019.8968951.

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H. M. Nascimento, Pedro, Ramon Abritta, Frederico F. Panoeiro, Leonardo De M. Honório, André L. M. Marcato, and Ivo C. da Silva Junior. "Spillage Forecast in Hydroelectric Power Plants via Machine Learning." In Simpósio Brasileiro de Sistemas Elétricos - SBSE2020. sbabra, 2020. http://dx.doi.org/10.48011/sbse.v1i1.2369.

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Brazilian hydroelectric power plants often use telemetry stations to extract information about the environment. These equipment are usually installed in several strategic spots of rivers that "feed" the reservoir, and are capable of providing important information such as precipitation, river level, and water flow. This paper presents an analysis of Machine Learning applied to the forecasting of spillage occurrences over a set amount of time in a Brazilian power plant. To achieve this goal, telemetry stations' data were utilized together with the plant's operations historical, which provides information about previous spillages, turbines' flows, among others. The Machine Learning approach has shown to be promising in this problem, and the developed model presented the potential to effectively support decisions by helping the operators prepare for significant incoming water flows.
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Piraianu, Vlad Florin. "FLUID POWER SYSTEMS FOR WATER INTAKES OF SMALL HYDROELECTRIC POWER PLANTS." In 17th International Multidisciplinary Scientific GeoConference SGEM2017. Stef92 Technology, 2017. http://dx.doi.org/10.5593/sgem2017/42/s17.037.

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Rubanenko, Olena, Vitalii Yanovych, Oleksandr Miroshnyk, and Dmytro Danylchenko. "Hydroelectric Power Generation for Compensation Instability of Non-guaranteed Power Plants." In 2020 IEEE 4th International Conference on Intelligent Energy and Power Systems (IEPS). IEEE, 2020. http://dx.doi.org/10.1109/ieps51250.2020.9263151.

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Tesnjak, S., T. Tomisa, and I. Kuzle. "Digital simulator for transient condition analyses in hydroelectric power plants." In ICDS '95. First International Conference on Digital Power System Simulators. IEEE, 1995. http://dx.doi.org/10.1109/icds.1995.492990.

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Reports on the topic "Damless hydroelectric power plants"

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Cada, Glenn F., and Mufeed Odeh. Turbulence at Hydroelectric Power Plants and its Potential Effects on Fish. Office of Scientific and Technical Information (OSTI), January 2001. http://dx.doi.org/10.2172/781814.

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Douglas G. Hall. Feasibility Assessment of Water Energy Resources of the United States for New Low Power and Small Hydro Classes of Hydroelectric Plants. Office of Scientific and Technical Information (OSTI), January 2006. http://dx.doi.org/10.2172/946174.

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Hall, Douglas G., Kelly S. Reeves, Julie Brizzee, Randy D. Lee, Gregory R. Carroll, and Garold L. Sommers. Feasibility assessment of the water energy resources of the United States for new low power and small hydro classes of hydroelectric plants: Main report and Appendix A. Office of Scientific and Technical Information (OSTI), January 2006. http://dx.doi.org/10.2172/1218144.

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Hall, Douglas. Feasibility assessment of the water energy resources of the United States for new low power and small hydro classes of hydroelectric plants: Appendix B - Assessment results by state. Office of Scientific and Technical Information (OSTI), January 2006. http://dx.doi.org/10.2172/1218142.

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Hall, Douglas. Feasibility assessment of the water energy resources of the United States for new low power and small hydro classes of hydroelectric plants: Appendix B - Assessment results by state. Office of Scientific and Technical Information (OSTI), January 2006. http://dx.doi.org/10.2172/1218143.

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