Thematische Bibliographien / Hydroelectric project

Inhaltsverzeichnis

  1. Zeitschriftenartikel
  2. Dissertationen
  3. Bücher
  4. Buchteile
  5. Konferenzberichte
  6. Berichte der Organisationen

Auswahl der wissenschaftlichen Literatur zum Thema „Hydroelectric project“

Autor: Grafiati
Veröffentlicht am 18. Mai 2024

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Zeitschriftenartikel zum Thema "Hydroelectric project"

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ROSSINELLI, F., G. P. SIMS und D. G. WARDLE. „CARHUAQUERO HYDROELECTRIC PROJECT.“ Proceedings of the Institution of Civil Engineers - Water Maritime and Energy 106, Nr. 1 (März 1994): 1–24. http://dx.doi.org/10.1680/iwtme.1994.25825.

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Mishra, Anjay Kumar. „Prioritization of Storage Hydropower Projects under Study in Nepal“. Journal of Advanced Research in Geo Sciences & Remote Sensing 08, Nr. 01 (24.06.2021): 1–15. http://dx.doi.org/10.24321/2455.3190.202101.

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This research aims to find out the factors hindering the storage hydropower projects and prioritize the storage hydropower projects of Nepal. The study has covered six major storage hydropower projects that are under study. Uttar Ganga Storage Hydroelectric Project and Budigandaki Storage Hydroelectric Project are located in Gandaki Province. Dudhkoshi Storage Hydroelectric Project and Tamor Storage Hydroelectric Project lie in Province 1, while Nalsaugad Storage Hydroelectric Project lies in Karnali Province. These all projects are in the stage of feasibility study. The methodology of research followed Analytical Hierarchy Process (AHP) based on Multi Criteria Decision Making (MCDM). Literature review was done with AHP application in different sector including hydropower. Besides this, reviews were done on aspects like energy crisis, present energy status and future demand. Likewise, pair wise comparison was done in different multiple criteria. Additionally, response from client and expertise opinion were conducted. Technical, financial, environmental, policy and political uncertainties and responses from the project personnel were the major criteria that can affect the priority of the storage hydropower projects. Among the factors, Technical Factor was given the highest importance to be considered for the development of storage hydropower project. The findings of the research revealed that Nalsaugad Storage Hydropower Project to be the best on the basis of the multicriteria considered. The sensitivity analysis with respect to factors was done, which shows no significant difference in the ranking of projects at base case and at the case of change in weight of factors. This research is expected to assist by project managers, project directors, and concerned government authorities in prioritizing the storage projects of Nepal.
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Pyakurel, Keshab. „Project Review: Arun III Hydroelectric Project“. Hydro Nepal: Journal of Water, Energy and Environment 17 (28.08.2015): 69–70. http://dx.doi.org/10.3126/hn.v17i0.13279.

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JERNELIUS, I., W. D. C. MURRAY und A. H. C. RICHARDS. „MRICA HYDROELECTRIC PROJECT: DESIGN.“ Proceedings of the Institution of Civil Engineers - Water Maritime and Energy 101, Nr. 3 (September 1993): 141–55. http://dx.doi.org/10.1680/iwtme.1993.24580.

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5

WILSON, D. D., A. PENMAN, N. G. SWANNELL, M. J. MCCONNELL, J. TATTERSFIELD, J. G. ELDRIDGE, I. W. HANNAH et al. „CARHUAQUERO HYDROELECTRIC PROJECT. DISCUSSION.“ Proceedings of the Institution of Civil Engineers - Water Maritime and Energy 112, Nr. 3 (September 1995): 268–73. http://dx.doi.org/10.1680/iwtme.1995.27889.

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6

Gunduz, Murat, und Haci Bayram Sahin. „AN EARLY COST ESTIMATION MODEL FOR HYDROELECTRIC POWER PLANT PROJECTS USING NEURAL NETWORKS AND MULTIPLE REGRESSION ANALYSIS“. Journal of Civil Engineering and Management 21, Nr. 4 (30.03.2015): 470–77. http://dx.doi.org/10.3846/13923730.2014.890657.

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Energy is increasingly becoming more important in today’s world, whereas energy sources are drastically decreasing. One of the most valuable energy sources is hydro energy. Because of limited energy sources and excessive energy usage, cost of energy is rising. Among the electricity generation units, hydroelectric power plants are very important, since they are renewable energy sources and they have no fuel cost. To decide whether a hydroelectric power plant investment is feasible or not, project cost and amount of electricity generation of the investment should be precisely estimated. In this paper, fifty four hydroelectric power plant projects are analysed by using multiple regression and artificial neural network tools. As a result, two cost estimation models have been developed to estimate the hydroelectric power plant project cost in early stages of the project.
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Amolo, Amolo Elvis Juma, Charles Mallans Rambo und Charles Misiko Wafula. „Financial risk management instruments and performance of hydro-power projects in Kenya“. International Journal of Research in Business and Social Science (2147- 4478) 10, Nr. 4 (15.06.2021): 438–45. http://dx.doi.org/10.20525/ijrbs.v10i4.1210.

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This paper aims (i) to establish the extent to which alternative risk transfer influence the performance of hydroelectric energy projects in Kenya, (ii) to examine how Contingent capital influence the performance of hydroelectric energy projects in Kenya, (iii) to To assess the extent to which Credit enhancement influence performance of hydroelectric energy projects in Kenya, (iv) to determine the extent to which Hedging derivatives influence performance of hydroelectric energy projects in Kenya, (v) to examine how Insurance influence performance of hydroelectric energy projects in Kenya. The study adopted the pragmatism paradigm, mixed-method approach, and descriptive correlational survey design while questionnaires and interview guide were used to collect quantitative and qualitative data from a census of 94 participants. This study recommends that project management and policymakers should integrate appropriate financial risk management instruments to improve the performance of hydroelectric energy projects besides developing targeted policies for strengthening the implementation of the financial risk management instruments to boost investors and lenders confidence
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Rosabel, Miró R. „Clarification regarding Panama hydroelectric project“. Frontiers in Ecology and the Environment 7, Nr. 7 (September 2009): 352. http://dx.doi.org/10.1890/09.wb.024.

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9

Dhungana, Santosh. „Upper Trishuli-2 Hydroelectric Project“. Hydro Nepal: Journal of Water, Energy and Environment 19 (26.07.2016): 70. http://dx.doi.org/10.3126/hn.v19i0.15358.

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Jenkins, Mauricio, und Leo Miguel Guevara. „Financing renewable energy: La Esperanza Hydroelectric Project“. Management Decision 52, Nr. 9 (14.10.2014): 1724–49. http://dx.doi.org/10.1108/md-11-2013-0585.

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Purpose – This is a teaching case to be used in courses on funding and execution of renewable-energy projects, sustainable development, project finance or management of financial institutions. The case has been successfully used in courses at the graduate level as well as in executive education. The purpose of this paper is to achieve the following specific objectives. First, to illustrate the adjusted present value (APV) methodology to value investment projects in a project finance setting. Second, to show how APV methodologies can be used to value investment projects with subsidized financing and temporary fiscal incentives. Third, to understand how financial institutions use debt service coverage ratios to measure the capacity of projects to repay debt obligations. Design/methodology/approach – The primary source of information for the study case came from in-depth interviews with senior officials from E+Co and project sponsors. Documents from E+Co's loan approval process and investment committee minutes were also consulted. Also a site visit was performed. Findings – The case is quite interesting along several dimensions. To begin with the case deals with an important (and somewhat difficult decision) the general manager of a financial institution has to make. From a technical point of view, the case involves an APV analysis and requires the estimation of the value added (or destroyed) by several collateral effects of debt in the capital structure of the project (something seldom treated in formal courses or standard finance textbooks). In addition, even though standard financial analysis would probably have led to select on alternative course of action, the authors know the protagonist of the case actually decided to do something different based on an additional analysis (a nice postscript for the case, therefore). Research limitations/implications – Been a case study, the findings may be quite particular of the particular situation and context. However, the case provides good insight into the difficulties and problems entrepreneurs face in developing economies as well as in funding small renewable energy projects around the world. Practical implications – The case provides a number of important lessons and learning opportunities for sponsors of renewable energy power projects and managers of financial institutions. Originality/value – Please refer to the findings section above.
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Dissertationen zum Thema "Hydroelectric project"

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Baskota, Lava Prasad. „Impact of Loktak multi-purpose Hydroelectric project on the villages of Bishnupur district in Manipur“. Thesis, University of North Bengal, 1992. http://hdl.handle.net/123456789/264.

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Gautam, Umesh. „STABILITY ASSESSMMENT OF THE UNDERGROUND SETTLING BASIN CAVERNS OF SUPER MADI HYDROELECTRIC PROJECT,NEPAL“. Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for geologi og bergteknikk, 2012. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-20105.

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Super Madi Hydrolectric Project (SMHEP) is located in Kaski District of Nepal. It is a run of river scheme with a installed capacity of 44 MW, net head of 295m and design discharge of 18 m^3⁄s.It has planned to build for the fulfillment to minimize the load-shedding problem of Nepal in the current scenario. This project lies in the lower part of the Higher Himalaya, mainly dominated by high-grade metamorphic rocks like gneiss and schists.Major task involve in this thesis work is to check for proper alignment of existing layout, assessment of stability condition with proper support system. Selection of best alternative alignment of cavern with its best shape and size are also another major work in this thesis. Optimum support estimation for the best alternative has also been done. Conclusion and final recommendations are based on stability condition and degree of rock support requirements.Geological and topographical site condition of headworks restrict for exposed settling basin therefore underground settling basin cavern in the left hill side has been selected. Rock mass in the settling basin area is slightly deformed, foliated micaous and banded gneiss with thin layer of schist. Analysis is based on assumption of ``No significant faults and shear zones across the alignment of settling basin cavern``.Both alternatives with axis orientation of N145E have been selected for the analysis. Shape of the caverns in both alternatives are inverted D. Existing alternative consists of two parallel settling basin caverns with a clear spacing of 9.5 m. Average width and height for both the caverns of existing alternative (Alternative I) are 8.4 m and 15 m whereas for proposed alternative (Alternative II) are 18.3 m and 20 m are respectively.Stress-strength factor plays a vital role for overall stability condition of the cavern. Stress induced problems such as rock bursting and spalling in hard rock whereas squeezing in weak rock is assumed. Some Empirical, Analytical, and Numerical approaches have been used for stability assessment and for designing of proper rock support system.RMR and Q-system of rock mass classification are used to classify the rock masses. Grimstad and Barton (1993) method is used in the analysis of rock bursting problem and squeezing problem. As a Semi-analytical approach ``Hoek and Marionos approach`` has been used for squeezing analysis.Numerical approaches have many benefits over empirical and analytical approaches, specifically in complex geometry like settling basin cavern. Rocscience software for numerical analysis such as Phase^2 and Un-wedge has been used. Generalized Hoek and Brown failure criterion are used to determine the state of stresses, strength factors, and deformations around the periphery of the caverns in Phase^2 . To analyze the wedge failure due to low shear strength of joints, empirical approach suggested by Barton and Bandis is used in the numerical analysis through rocscience software-Unwedge.Comparative study of empirical, analytical, and numerical approaches of analysis have been carried out for assessment of stability conditions. Finally, some recommendations to improve the analysis results have been performed.
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Basnet, Chhatra Bahadur. „Evaluation on the Squeezing Phenomenon at the Headrace Tunnel of Chameliya Hydroelectric Project, Nepal“. Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for geologi og bergteknikk, 2013. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-22742.

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Growing demand of electricity in Nepal can be fulfilled by hydropower generation. The huge potentiality of hydropower generation in Nepal is mainly due to abundant water resources and available geographical head due to steep Rivers. In medium and large hydropower projects, huge amount of water discharge has to be handled form intake to power station and ultimately back to river again. Also, because of steep topography, the construction of pipe and canal on the surface of terrain could be very difficult and expensive for larger discharges. Hence, underground construction such as tunnels or shafts could only be the feasible options of water conveyance system for large discharges and in case of steep terrains. But, at the same time, there are higher risks and uncertainties associated with the underground works like tunnels and shafts or caverns.The main risks and uncertainties associated with the underground works are stress induced instability, water leakage, mud flows and finally the cost overrun during construction. When there is overstressing of rock mass that means rock stresses exceed the strength of rock mass, there will be stress induced instability in the tunnel. If the rock mass is very weak, schistose and deformable, squeezing phenomenon will occur with the development of plastic zone around the tunnel which causes excessive deformation of tunnel. In the Himalayan region, due to the high degree of schistocity, fracturing and shearing, weak rocks such as mudstone, shale, slate, phyllite, schist, highly schistose gneiss and the rock mass of the tectonic fault zones are not capable to withstand the high stresses. Basically, squeezing has been common phenomenon in the tunnels in these weak and deformable rock masses. In this thesis, Chameliya Hydroelectric Project (CHEP), located in far western region of Nepal, has been taken as the case study. In this project, huge squeezing problem occurred in about 800m stretch of headrace tunnel from chainage 3+100m to 3+900m. The most affected section is about 550m in between these chainages. At several locations in squeezing section, the tunnel wall closure (deformation) has been recorded well over 1.0 m in an average and the maximum above 2.0 m where the original tunnel diameter is 5.2m. Hence, the thesis basically deals with squeezing analysis of the case using different approaches. Rock types along the headrace tunnel alignment are dolomite, slate, talcosic phyllite and dolomite intercalated with phyllite. Mostly, talcosic phylite has been found in the squeezed section. The rock mass quality in the squeezed section is extremely poor to exceptionally poor.The main objectives of this thesis are the assessment of squeezing phenomenon, evaluation of stability of the tunnel and support pressure estimation. In this thesis, four main methods have been used to evaluate the squeezing phenomenon viz.; empirical methods such as Singh et al (1992) and Q-system (Grimstad and Barton, 1993), semi-analytical method such as Hoek and Marinos (2000), analytical method such as Convergence Confinement Method (Carranza-Torres and Fairhurst, 2000) and numerical program Phase2. Initially, seventeen tunnel sections at different chainages have been taken into consideration. The squeezing prediction criteria, such as Singh et al (1992), Q-system and Hoek and Marinos (2000) approach, show that there is severe squeezing in last ten sections. Hence more detail squeezing analysis has been done for these ten sections using Hoek and Marinos (2000) and Convergence Confinement Method, and support pressure has also been estimated using these two approaches and Barton et al. (1974) approach. Hoek and Marinos (2000) and Convergence Confinement Method analysis show that there is significant amount of tunnel deformation to cause squeezing problems. The main factors that control the squeezing phenomenon are the rock mass parameters and rock stresses. Therefore, quality of squeezing analysis largely depends upon the correct estimation of these input parameters. The main components of rock stresses are gravity and tectonic stresses. The rock stresses in the project area were not measured, so Phase2 program has been used to estimate the tectonic stress value from measured deformation. The tectonic stress value has been found to be equal to 3.5MPa in this area, but stress measurement will be necessary to verify this value. Uniaxial unconfined strength of intact rock in four tunnel sections has been back calculated from measured deformations using Phase2 program and found to be in the range of 10 to 15Mpa in the squeezed section. Later, the deformation has been calculated using Hoek and Marinos (2000) and Convergence Confinement Method for improved intact rock strength and compared with Phase2 result. All analyses show that there is significant deformation to cause squeezing problem. In CHEP, tunnel cross section has reduced considerably in several stretches of tunnel. Due to the excessive deformation, temporary supports were provided at several locations, steel ribs and lattice girders are buckled at several locations and shotcrete lining is also cracked. All these have to be removed before application of final lining. Finally, two different possible solutions have been studied using Phase2 program to address the existing problems in squeezed section of the headrace tunnel.
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Hiscox, Alexandra Faye. „Studies on mosquito vectors in areas affected by the Nam Theun 2 Hydroelectric Project, Loa PDR“. Thesis, London School of Hygiene and Tropical Medicine (University of London), 2012. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.558380.

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Mettle, Matilda. „Forced Resettlement in Ghana: The Dam and the Affected People : The Bui Hydroelectric Power Project in Ghana“. Thesis, Norges teknisk-naturvitenskapelige universitet, Geografisk institutt, 2011. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-17028.

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Forced resettlement is an issue of great humanitarian concern. The disruption it brings to the lives of the people it affects cannot be fully expressed. Many of such people lose the ability of restoring their lives, never to regain it till they die. What is more alarming is when forced resettlement is not caused by conflict or natural disaster but rather conscious development projects like dams, where it is expected that great energy will be channelled towards reducing and if possible avoid the adverse impacts of such forceful resettlement as a matter of human and citizenship right. Sadly, in many instances this never happen. The aim of this study is to find out how the lessons learnt from the Akosombo forced resettlement in Ghana has been used in planning and implementing the on-going Bui forced resettlement also in Ghana. This study also tries to investigate the impacts of the planning and implementation process of the resettlement on the affected communities and households. In order to achieve the above goals, qualitative research methods were employed. The study used in-depth interviews, focus group discussions, direct and participatory observation techniques in accessing the experiences and feelings of the people involved. The informants include the institutions and professionals which undertook the forced resettlement and the affected people. The modernisation and alternative development theories were reviewed to determine which of these approaches is in practice. However, since Ghana claims it is using the World Bank Operational Policy (4.12), which is following an alternative development approach, concepts such as participation and rights are used. Additionally, concepts such as compensation and forced resettlement are also reviewed. It is discovered that, although many lessons have been learnt from the Akosombo forced resettlement, these lessons have not been effectively translated into action plans in order to undertake successful forced resettlement in Ghana. The challenges and errors in planning the Bui resettlement have therefore marred its successful implementation. This has resulted in more adverse impacts on the affected people than good ones such as infertile lands, low farm yield, poor housing structures and total ban on fishing in the Black Volta without alternative fishing grounds.
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Kangave, Jalia. „Reconstituting the role of law in development-induced displacement and resettlement : lessons from Uganda's Bujagali hydroelectric project“. Thesis, University of British Columbia, 2011. http://hdl.handle.net/2429/35926.

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Imagine that one morning you wake up and learn that the place you have called home for generations is no longer going to be home. Your house will be demolished and in its place, government or a private developer will construct a dam or put up a residential complex. You have no right to say no because government has eminent domain over your land (or a legal right to compulsorily acquire it in the public interest). Now imagine that the development will also result in the acquisition of the land on which you grow crops for subsistence and trade. It will close off access to the river where you fetch water for daily household use and catch fish for home consumption and for trade. In other words, this is the land where you live and where you obtain your means of living. Lastly, imagine that the project area also contains your social, cultural and spiritual being. It is where over time, you have built social capital consisting of relatives and friends: a community network that you can count on for daily survival. It is where your ancestors are buried, the religious and spiritual institutions you subscribe to are located and your cultural ties entrenched. This is no fiction. And it is not abstract. It is the everyday reality of the millions of people displaced by mega projects such as dams that are built in the name of development. There is a rich body of literature that explores the issue of development-induced displacement and its impact on communities. This thesis builds on that conversation by situating its analysis in law. Throughout the thesis, I trace the silences of law on the one hand and its aggressiveness on the other hand to determine the ways in which formal legal tools have enabled or disabled Project Affected Communities to secure their interests. I also explore how understanding dam projects from an investment perspective can further the understanding of the challenges faced by these communities when striving for inclusive laws and policies. Uganda’s Bujagali Hydroelectric Project is used as the case study for the analysis.
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Anieheobi, Callistus Chukwuemeka. „Congo-Nigeria hydroelectric superhighway grid : an economic viable option / Anieheobi Callistus C“. Thesis, North-West University, 2008. http://hdl.handle.net/10394/3667.

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Electricity availability and stability have a great contributory share of industrialization growth rate, poverty statistics, unemployment, foreign investors' participation, medium and small scale encouragement, crime and mortality rates recorded in any country. Nigeria as a country has been challenged with unstable and unreliable power supply. There are many problems associated with electricity production in Nigeria. Such problems are recorded in the generation, transmission and distribution facets of electricity production. With a multi-faceted problem, this document has been developed to deal with the economic aspect of power generation in Nigeria. Out of numerous technologies that are used in power generation, Nigerian predominantly sources its electricity supply from gas power plants and hydropower systems located within the country. Unfortunately, the Nigeria hydropower has been challenged with hydrological shortfalls. The gas power plant which is now conventional is being challenged with the developing gas technology around the globe. This development has adversely affected the cost of gas and subsequently the cost of power production using gas power plants. As a result of hydrological limitations on Nigerian hydropower dams, effect of gas price on cost of energy produced and diversifying gas technology, harnessing electric energy from Inga falls of River Congo was considered as an economic choice of power production in Nigeria. The choice of power production adopted in this document was made from an economic viability studies carried out between Nigerian gas power plants and hydropower production from the River Congo. The choice of technology employed for harnessing electric energy is largely dependent on the economic factors that go with the development. While some of these technologies go with large initial capital investment some are challenged with geometric increase of running cost. As applied in this work, the Net Present Value, Internal Rate of Return, Levelized Cost of Energy and Cash Flow Trend Analysis are suitable tools to determine choice of power plant. These tools were integrated and developed as an NILC model. In the analysis presented in this dissertation, the economic viability of the two power plants selected was determined with the use of the Net Present Value, Internal Rate of Return, Levelized Cost of Energy and Cash Flow Trend Analysis (NILC) model. The model was used to measure the economic viability quantities of the two power plants selected for economic comparison. After the completion of economic comparative analysis, hydropower production from the River Congo was concluded to be a better choice of power production compared to the conventional gas power plant option in Nigeria.
Thesis (M.Ing. (Development and Management Engineering))--North-West University, Potchefstroom Campus, 2009.
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Missler, Heidi Erika. „The Revelstoke Dam : a case study of the selection, licensing and implementation of a large scale hydroelectric project in British Columbia“. Thesis, University of British Columbia, 1988. http://hdl.handle.net/2429/28175.

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Procedures for the selection, licensing and implementation of large scale energy projects must evolve with the escalating complexity of such projects and. the changing public value system. Government appeared unresponsive to rapidly changing conditions in the 1960s and 1970s. Consequently, approval of major hydroelectric development projects in British Columbia under the Water Act became increasingly more contentious. This led, in 1980, to the introduction of new procedures—the Energy Project Review Process (EPRP) — under the B.C. Utilities Commission Act. This study documents and evaluates the selection, licensing and implementation of the Revelstoke Hydroelectric Dam under the Water Act and assesses to what extent the current EPRP selection and licensing procedure overcame the shortcomings of the Revelstoke experience. The methodological approach used is that of a post-development analysis. The Revelstoke Project case study revealed that the Water Act only addressed project design, safety, and impacts, but not selection and justification. Project implementation proceeded under a conditional water licence. The two-part administrative framework, established under the licence and by B.C. Hydro, lacked integration and failed to provide effective management. A strong commitment to the preservation of environmental quality was lacking. The licensee's monitoring of construction practices in general and of compliance with environmental guidelines, a set of nonspecific commonly accepted construction activities, were inadequate. Governmental surveillance and enforcement were rendered unsatisfactory by staff shortages and a laissez faire attitude. The case study concluded with a post-development environmental analysis, which determined the effectiveness of the Environmental Impact Statement in predicting impacts to be only twenty-five percent. Evaluation of the EPRP and its application in the Site C Dam proposal demonstrated that it is a significant improvement over its predecessor. If applied efficiently and in its entirety, it would provide an adequate structure and procedural sequence for project selection and licensing. However, some of the inadequacies noted in the Revelstoke case study, such the lack of provisions for early public and government participation, an adequate data base, an administrative structure, and a post-development analysis, have not been or only partially corrected. To conclude, this thesis offers some recommendations to further improve this continually evolving process.
Arts, Faculty of
Geography, Department of
Graduate
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Piette, Randal R. „Effects of flow regulation due to hydroelectric project operation on the structure of fish communities in Wisconsin's large river systems /“. Link to abstract, 2004. http://epapers.uwsp.edu/abstracts/2004/Piette.pdf.

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Kabia, John Amara. „Availability assessment of mixed hydro and diesel power supply system : a case study : Sierra Leone's Bumbuna hydroelectric project and Kingtom Power Station“. Master's thesis, University of Cape Town, 2005. http://hdl.handle.net/11427/5526.

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Bücher zum Thema "Hydroelectric project"

1

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

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United States. Federal Energy Regulatory Commission. Hydroelectric project relicensing handbook. Washington, DC: Office of Hydropower Licensing, Federal Energy Regulatory Commission, 1990.

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United States. Office of Hydropower Licensing, Hrsg. Hydroelectric project relicensing handbook. Washington, DC: Office of Hydropower Licensing, Federal Energy Regulatory Commission, 1990.

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Shoup, Laurence H. Tule River Hydroelectric Project. San Francisco, Calif: Pacific Gas and Electric Co., 1985.

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United States. Office of Hydropower Licensing, Hrsg. Hydroelectric project licensing handbook. Washington, DC: Office of Hydropower Licensing, Federal Energy Regulatory Commission, 1998.

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1915-, Cotrim John R., und Itaipu (Power plant), Hrsg. Itaipu hydroelectric project: Engineering features. [Curitiba, Brazil]: Itaipu Binacional, 1994.

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Administration, Alaska Power, Hrsg. Eklutna hydroelectric project, Palmer, Alaska. [Juneau, Alaska?]: Alaska Power Administration, U.S. Dept. of Energy, 1999.

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United States. Division of Hydropower Licensing. Final environmental impact statement for hydropower license: Upper Drum-Spaulding Hydroelectric Project--FERC project no. 2310-193, Lower Drum Hydroelectric Project--FERC project no. 14531-000, Deer Creek Hydroelectic Project--FERC project no. 14530-000, Yuba-Bear Hydroelectric Project--FERC project no. 2266-102, California. Washington, DC: Federal Energy Regulatory Commission, Office of Energy Projects, Division of Hydropower Licensing, 2014.

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Tongass National Forest (Agency : U.S.), Hrsg. Angoon Hydroelectric Project: Record of decision. Juneau, Alaska: Tongass National Forest, Admiralty Island National Monument, 2009.

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United States. Office of Hydropower Licensing. Scoping document II for Missouri-Madison Hydroelectric Project (FERC Project (Ferc Project No. 2188). Washington, D.C: Federal Energy Regulatory Commission, Office of Hydropower Licensing, 1994.

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Buchteile zum Thema "Hydroelectric project"

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Jehom, Welyne Jeffrey. „Kenyah-Badeng Displacement: Bakun Hydroelectric Project Resettlement“. In Borneo Studies in History, Society and Culture, 343–64. Singapore: Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-0672-2_16.

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Shiyong, Wu. „Headrace tunnel of Jinping-II hydroelectric project“. In Rock Mechanics and Engineering, 315–50. Leiden, The Netherlands; Boca Raton: CRC Press/Balkema, [2017]– |Includes bibliographical references and index. Contents: volume 1. Principles: CRC Press, 2017. http://dx.doi.org/10.1201/9781315364223-10.

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Abu Bakar, Muhammad Shaiful Bin. „Hulu Terengganu Hydroelectric Project – The Chronology of Puah Dam Construction“. In Water Resources Development and Management, 298–311. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-1971-0_31.

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Khor, C. H., A. A. Rahman und C. H. Lim. „A Three Tiered Risk Management Plan for a Hydroelectric Project“. In Water Resources Development and Management, 659–73. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-3708-0_45.

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Zheng, Huan, und Hailong Bai. „Multi-objective Optimization Problem for Hydroelectric Construction Project and Strategy Analysis“. In Advances in Intelligent Systems and Computing, 713–20. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-21248-3_53.

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Khupat, Sachin N., Chaman Singh, Suman Sinha, S. Selvan, Anamika Saha und Rizwan Ali. „Assessment of Seismic Potential for a Hydroelectric Project: A Case Study“. In Lecture Notes in Civil Engineering, 483–93. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1890-4_38.

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Inostroza Villanueva, Gabriel, Fabien Bourlon, Trace Gale-Detrich und Heidi Blair. „Exploring Social Representations of Nature-Based Tourism, Development Conflict, and Sustainable Development Futures in Chilean Patagonia“. In Tourism and Conservation-based Development in the Periphery, 229–61. Cham: Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-38048-8_10.

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AbstractThis chapter explored how Modernization, Transformation, and Control Sustainable Development (SD) imaginaries and trajectories interacted, nuanced, and mediated the approaches of neoliberaldevelopment initiatives and the conflicts which surrounded them. A collective case study approach was employed to better understand actors, their strategies, and perceptions about three large-scale development proposals, the Patagonia National Parks network, the HidroAysén hydroelectric project, and the Río Cuervo hydroelectric project. We identified six themes that characterized participants’ preferences related to processes: a desire for greater proactiveness around transparency, a bindingparticipation process of governance, bottom-up decision making, re-empowerment of local groups, decentralization, and improved oversight practices. Further, directed content analysis revealed numerous manifestations of the three SD futures trajectories and several examples of interactions and overlap between the SD imaginaries. Seemingly, some development actors navigated between SD imaginaries and tactics to maneuver between local and national actors, agendas, and decision-making processes. We have termed these tactics as SD agility, which are initially defined as: “the strategic ability to maneuver between SD imaginaries and trajectories to achieve strategic SD outcomes.” SD agility tactics merit additional study as we believe they may represent an important capacity for SD futures trajectories.
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Zhou, Jian-lan, Da-wei Tang, Xian-rong Liu und Sheng-yu Gong. „A LEC-and-AHP Based Hazard Assessment Method in Hydroelectric Project Construction“. In Advances in Soft Computing, 81–90. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-01216-7_9.

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Magintan, D., S. Salman, L. Tukimat, M. H. Shahril, M. S. Aisah und M. N. Shukor. „Impacts of Hulu Terengganu Hydroelectric Project on Elephant Movements and Home Range“. In Water Resources Development and Management, 500–510. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-1971-0_50.

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Logan, William A. T. „A Dam in the Khasi Hills: The Umiam Hydroelectric Project, 1960–1965“. In A Technological History of Cold-War India, 1947–⁠1969, 169–98. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-78767-7_7.

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Konferenzberichte zum Thema "Hydroelectric project"

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Jones, Adam N., Jorge Galvez Freund, Karl R. Jacobs und John J. Snyder. „Secacao Hydroelectric Project“. In Waterpower Conference 1999. Reston, VA: American Society of Civil Engineers, 1999. http://dx.doi.org/10.1061/40440(1999)28.

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Mettler, J. A. „Hydro automation. Rocky Reach hydroelectric project“. In IEEE Power Engineering Society. 1999 Winter Meeting (Cat. No.99CH36233). IEEE, 1999. http://dx.doi.org/10.1109/pesw.1999.747454.

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Yilmaz, Oz. „Landslide Investigation at a Hydroelectric Dam Project Site“. In SEG Technical Program Expanded Abstracts 2012. Society of Exploration Geophysicists, 2012. http://dx.doi.org/10.1190/segam2012-0020.1.

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Harwell, Stacy, Nancy Johnson Dent und William Forsmark. „Hydraulic Analysis of the Minnesota Falls Hydroelectric Project“. In Waterpower Conference 1999. Reston, VA: American Society of Civil Engineers, 1999. http://dx.doi.org/10.1061/40440(1999)102.

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Bisnett, Rachael V., Thomas G. Andrews, Hani Habib und Nicolas Willig-Friedrich. „Structural Diaphragm Walls at the Red Rock Hydroelectric Project“. In Grouting 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480809.053.

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Batista, Ana Luisa do Amaral, Alex Antonio Costa, Benedito Donizeti Bonatto, Hector Arango und Jose Maria de Carvalho Filho. „Economic viability analysis of Rio Verde hydroelectric use project“. In 2018 Simposio Brasileiro de Sistemas Eletricos (SBSE) [VII Brazilian Electrical Systems Symposium (SBSE)]. IEEE, 2018. http://dx.doi.org/10.1109/sbse.2018.8395730.

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Sailor, David J., und Jesse N. Rosen. „Modeling Regional Climate Impacts of a Proposed Hydroelectric Project“. In ASME 1998 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 1998. http://dx.doi.org/10.1115/imece1998-0669.

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Abstract This paper is a preliminary analysis of the potential for atmospheric thermal pollution from a man-made reservoir. The specific site for the study is a proposed hydroelectric project on the Sogamoso River in Colombia, S.A. The region is agricultural with the two staple crops being coffee and cocoa. These two crops are sensitive to both high temperatures and more dramatically to high humidity levels. Farmers from the region are concerned that the construction of the reservoir will negatively impact crop yield. We have used a numerical atmospheric model to simulate weather from the region both without and with the proposed reservoir. Simulations show the magnitude of the impact is too small to be of consequence to crop yield. With these results we draw conclusions about the potential impact of the reservoir on climate. This paper provides a brief introduction to the theory behind the climatic consequences of a large lake. Results are then discussed for two time periods, one during the rainy growing season and one during the dry season. One of the biggest uncertainties in the model boundary conditions arises from the specification of the lake temperature, so the sensitivity of the model to lake temperature is analyzed for one of the study dates. Finally it is shown how a small set of weather simulations are used to draw climatic conclusions.
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Hreinsson, Egill Benedikt. „Optimal hydroelectric and geothermal project sequencing and sizing with dynamic programming“. In 2016 IEEE PES Innovative Smart Grid Technologies Conference Europe (ISGT-Europe). IEEE, 2016. http://dx.doi.org/10.1109/isgteurope.2016.7856332.

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Kizilbash, Masrour H., Peter A. Dickson und Nasir A. Jaffery. „Neelum Jhelum Hydroelectric Project: Pre-Excavation Grouting in Twin Headrace Tunnels“. In Grouting 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480786.024.

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Butchibabu, B., P. C. Jha, N. Sandeep, V. R. Balasubramaniam und Y. V. Sivaram. „Rock Mass Characterization using Integrated Geophysical Investigations at Bunakha Hydroelectric Project, Bhutan“. In 1st Indian Near Surface Geophysics Conference & Exhibition. European Association of Geoscientists & Engineers, 2019. http://dx.doi.org/10.3997/2214-4609.201979004.

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Berichte der Organisationen zum Thema "Hydroelectric project"

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Bastianelli, Robert. Fond du Lac Hydroelectric Project. Office of Scientific and Technical Information (OSTI), Juli 2014. http://dx.doi.org/10.2172/1140141.

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Twitchell, Sara, Michael Stimac, Lisa Lang, Doreen Witwer und Vincent Jameson. Hiilangaay Hydroelectric Project – Final Report. Office of Scientific and Technical Information (OSTI), Juni 2016. http://dx.doi.org/10.2172/1255174.

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Rebecca Garrett. Indian River Hydroelectric Project Grant. Office of Scientific and Technical Information (OSTI), April 2005. http://dx.doi.org/10.2172/840288.

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Gleeson, L. Small-Scale Hydroelectric Power Demonstration Project. Office of Scientific and Technical Information (OSTI), Dezember 1991. http://dx.doi.org/10.2172/5964791.

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Gleeson, L. Small-Scale Hydroelectric Power Demonstration Project. Pennsylvania Hydroelectric Development Corporation Flat Rock Dam: Project summary report. Office of Scientific and Technical Information (OSTI), Dezember 1991. http://dx.doi.org/10.2172/10114656.

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Miller, Curtis. Hoopa Valley Small Scale Hydroelectric Feasibility Project. Office of Scientific and Technical Information (OSTI), März 2009. http://dx.doi.org/10.2172/949988.

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Taddeucci, Joe. Final Technical Report - Modernization of the Boulder Canyon Hydroelectric Project. Office of Scientific and Technical Information (OSTI), März 2013. http://dx.doi.org/10.2172/1072022.

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Waddle, D. (Hydroelectric project in Costa Rican rural electric generation and transmission). Office of Scientific and Technical Information (OSTI), November 1989. http://dx.doi.org/10.2172/5390657.

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Gonzalez Diez, Verónica M. Resettlement Processes and their Socioeconomic Impact: Porce II Hydroelectric Project, Colombia. Inter-American Development Bank, März 2011. http://dx.doi.org/10.18235/0010448.

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This evaluation conducted a comprehensive analysis of the long-term socioeconomic impact on the resettled population in the context of the Porce II Hydroelectric Project in Antioquia, Colombia. The evaluation's results highlight the formalization of landholdings, as well as quality improvements in housing and access to public and social services in the resettlement. Ethnographic workshops documented the use and enjoyment of the homes and common areas. There were also positive trends in terms of the educational levels in the resettlement. Results showed the resettled families' ability to adapt and coexist with groups outside their family networks. The economic dimension was the greatest challenge for a resettlement endeavor seeking to diversify the population's economic structure, which had engaged almost exclusively in mining and, to a lesser extent, in agriculture and cattle farming. The evaluation corroborated the shift in economic focus and the improvement of the resettled population's ability to engage in other activities. While the evaluation showed significant improvements in net worth and family spending, impact on income has not been significant. This evaluation provides conceptual and methodological elements that embody best practices and objectively contribute to the debate on the issue of population displacement as a consequence of large infrastructure projects.
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Vaught, Douglas J. Final Project Report, Bristol Bay Native Corporation Wind and Hydroelectric Feasibility Study. Office of Scientific and Technical Information (OSTI), März 2007. http://dx.doi.org/10.2172/901572.

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