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ieeexplore.ieee.org
article
https://ieeexplore.ieee.org/document/10428782
A Feasibility Study of Small Hydroelectric Power Plant at Madhabkunda Waterfall, Moulvibazar, Bangladesh | IEEE Conference Publication | IEEE Xplore. Image 2: IEEE logo - Link to IEEE main site homepage. # A Feasibility Study of Small Hydroelectric Power Plant at Madhabkunda Waterfall, Moulvibazar, Bangladesh. In this article, the potential for the construction of a small hydropower ...Show More. In this article, the potential for the construction of a small hydropower station at the Madhabkunda waterfall, situated in the Barlekha Upazila of the Moulvibazar district of Bangladesh, is examined. The primary objective of this study was to determine the potential electricity generation capacity that could be attained by the establishment of a small hydroelectric power station at the Madhabkunda waterfall. It is indicated by our research that the Madhabkunda waterfall possesses a sufficient head and an available flow rate conducive to the support of a small hydroelectric power facility.
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renewablesfirst.co.uk
article
https://renewablesfirst.co.uk/renewable-energy-technologies/hydropower/hydrop…
# Hydropower Feasibility Study. Whether you are assessing a small private hydro scheme, a community hydropower project or a larger commercial installation, a feasibility study provides the technical and financial foundation for successful project development. Hydropower systems have to be ‘bespoke designed’ to fit into a site, rather than onto a site as is the case with wind turbines, so the site survey is a particularly important part of a hydropower feasibility study. A key element of the hydro site survey is to get a good understanding of the layout of the weir(s), channels, sluices and surrounding buildings so that some initial options for locating the hydro system can be discussed with the client. Accurate flow estimates are a vital part of our hydropower feasibility study because they form the basis of the performance and income predictions for the hydro system and are a key element when specifying the most appropriate hydro turbine.
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digitalcommons.usm.maine.edu
research
https://digitalcommons.usm.maine.edu/me_collection/45
Home > USM Libraries & Learning > ME\_COLLECTION > 45. Sysko, James D., "Feasibility Study of Maine's Small Hydropower Potential" (1989). Download opens in new window"). Sysko, Small Hydro East, for the Maine State Planning Office, Maine Office of Energy Resources, January 1989. "This study focuses on finding potential hydropower sites of approximately 50 kw to 1000 kw in capacity.". Civil and Environmental Engineering | Civil Engineering | Energy Systems | Environmental Engineering | Growth and Development | Hydraulic Engineering | Natural Resources Management and Policy | Power and Energy | Water Resource Management. https://digitalcommons.usm.maine.edu/me\_collection/45. ## Creative Commons License. This work has been identified with a Creative Commons Public Domain Mark 1.0. Feasibility Study of Maine's Small Hydropower Potential. Civil Engineering Commons, Energy Systems Commons, Environmental Engineering Commons, Growth and Development Commons, Hydraulic Engineering Commons, Natural Resources Management and Policy Commons, Power and Energy Commons, Water Resource Management Commons.
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mdpi.com
article
https://www.mdpi.com/2071-1050/15/19/14285
The Associations of Spirituality, Adversity Quotient and Ethical Decision Making of Accounting Managers in the Contexts of Financial Management and Corporate Social Responsibility. The aim is to provide a snapshot of some of the most exciting work published in the various research areas of the journal. This feasibility study aims to assess the potential of implementing a micro hydro system in Lalumpe Village, located in North Sulawesi, Indonesia. This research paper aims to conduct a feasibility study of a proposed micro hydro system in Lalumpe Village, located in North Sulawesi, Indonesia. The feasibility study assesses the technical, economic, and environmental aspects of the proposed micro hydro system to determine its viability as a sustainable energy solution for the village. Drawing on these insights, this study aims to provide a holistic understanding of the feasibility of micro hydro in Lalumpe Village and contribute to sustainable energy development in rural areas of North Sulawesi, Indonesia.
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researchgate.net
research
https://www.researchgate.net/publication/374232713_Feasibility_Study_of_a_Mic…
This feasibility study aims to assess the potential of implementing a micro hydro system in Lalumpe Village, located in North Sulawesi,
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sciencedirect.com
article
https://www.sciencedirect.com/science/article/pii/S2405896318334529
by T Kumano · 2018 · Cited by 11 — This paper reports a laboratory experiment and a feasibility study in case that small power generators are set in pipes of drainage water system.
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hec.usace.army.mil
article
https://www.hec.usace.army.mil/publications/TechnicalPapers/TP-65.pdf
The manual includes data and d2scussions on the topical subjects of c o s t escalat-lon I n economic and f%nancial analysis, f e a t u r e component s e l e c t i o n f o r reconnaissance and f e a s i b i l i t y levels of study, and t i m e , costs, and resources required t o perform the This paper presents tke signifi,cant findings and conclusions t h a t became evident from t h e studies performed during preparation of the manual CIaC, 1979). i 3 principle, a p r i c e level change economic analysis should forecast t h e change i n value f o r a l l aspects of the f e a s i b i l i t y assessment, both t h e cost s2de and its several components, and t h e benefit s i d e Ce.g., a l t e r n a t i v e f u e l costs) and its several components.
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diva-portal.org
article
https://www.diva-portal.org/smash/get/diva2:1150653/FULLTEXT01.pdf
72 viii LIST OF TABLES Table 2.1 An overview of renewable energy resource in Ethiopia………………................4 Table 2.2 Summary of technical mini hydro potential in Ethiopia per region……..............6 Table 2.3 Maximum Turbine efficiency at various rated power…………….......…............15 Table 3.1 Values of Manning’s roughness coefficient n for straight uniform Channel…..30 Table 3.2 Hydraulic radius for most coefficient leat section..............................................31 Table 3.3 Dimensions for most efficient leat section ........................................................32 Table 3.4 characteristics of commonly available pipe types.............................................33 Table 3.5 Relative Roughness..........................................................................................36 Table 7.1 electric Access coverage in southern regional state………..……………....…...54 Table7.2 Projected demands for electricity ………………..…………….…………………...55 Table 8.1 Classification hydro turbines according to head, flow rate and power output ..59 Table 9.1 cost of different components of the power plant…………………………..……...65 Table 9.2 Installation Cost..........………………………………………………………………67 Table 9.3 Manpower requirement and labour cost……………………...…………………..69 ix LIST OF FIGURES Figure 2.1 Average annual water surplus regions in Ethiopia [1]…………….……...........…5 Figure 2.2 Scheme lay out with high head………………….………....…………….………….8 Figure 2.3 High head with leat……………………………………………………………………9 Figure 2.4 Low head scheme…………………………..….………………………………….….9 Figure 2.5 power house Dam …………………………………..………………………………10 Figure 2.6 Flow Duration curve for values of BFI(Base Flow Index) ………..……………..13 Figure 2.7 Turbine Efficiency Curves from Manufacturer’s Data………………….…….…..14 Figure2.8 Calculation of Energy yield for Cross flow and Impulse Turbine………………..17 Figure2.9 Estimation of Net Turbine Head…………………………..……………………..…18 Figure 3.1 Layout of a typical micro hydro scheme ………………………………………....21 Figure 3.2 Simple Diversion Wall forms Intake……………………………………………….23 Figure 3.3 High Head Intake……………………………………..……………………………..24 Figure 3.4 Low Head scheme ...........................................................................................26 Figure 3.5 Head Loss through Trash Screen ....................................................................28 Figure 3.6 Trash Screen Head loss Coefficient k..............................................................28 Figure 3.7 Common leat Profile.........................................................................................31 Figure 3.8 Moody Diagram................................................................................................35 Figure 3.9 Approximate pipeline design chart...................................................................37 Figure 4.1Pelton turbine....................................................................................................39 Figure 4.2 Turgo turbine....................................................................................................40 Figure 4.3 Cross flow turbine ...........................................................................................40 Figure 4.4 Kaplan Turbine.................................................................................................41 Figure 4.5 Francis Turbine ..............................................................................................42 Figure 4.6 centrifugal pump used as a Turbine.................................................................42 Figure 5.1 Internal Rate of Return against Present Value Factor ……..…………………..51 x Figure 8.1 power house lay-out …………………………...........……………………….……57 Figure 8.2Relative efficiency of turbines for mini hydropower generation