Mini-hydro: A design approach in case of torrential rivers
The problem of designing small run-of-river hydropower plants is very critical for the cost effectiveness of the investment. In order to maximize the economic benefits, an accurate feasibility study must be effected considering the hydrogeological characteristics of the rivers. In this paper a diffe...
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Veröffentlicht in: | Energy (Oxford) 2013-09, Vol.58, p.695-706 |
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creator | Barelli, L. Liucci, L. Ottaviano, A. Valigi, D. |
description | The problem of designing small run-of-river hydropower plants is very critical for the cost effectiveness of the investment. In order to maximize the economic benefits, an accurate feasibility study must be effected considering the hydrogeological characteristics of the rivers. In this paper a different design approach regarding mini and micro-hydro plants is presented. Specifically, the proposed methodology wants to be a helpful tool to avoid sizing errors that can occur by applying the conventional calculation methods not suitable for torrential rivers. Starting from the analysis of the flow duration curve, the developed method provides an initial value for the turbine nominal flow rate and, considering the actual daily flow rate usable by the turbine, allows to find the optimal size. The method has been developed on the basis of particular rivers, having different runoff regimes, chosen as cases study; for these rivers it has permitted to optimize the plant and find the shorter investment payback time.
•An accurate feasibility study on small run-of-river hydropower is presented.•A different design approach regarding mini and micro-hydro plants is shown.•The presented method allows to optimize the size of a hydrodynamic screw plant.•The method is particularly efficient if applied on torrential rivers. |
doi_str_mv | 10.1016/j.energy.2013.06.038 |
format | Article |
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•An accurate feasibility study on small run-of-river hydropower is presented.•A different design approach regarding mini and micro-hydro plants is shown.•The presented method allows to optimize the size of a hydrodynamic screw plant.•The method is particularly efficient if applied on torrential rivers.</description><identifier>ISSN: 0360-5442</identifier><identifier>DOI: 10.1016/j.energy.2013.06.038</identifier><identifier>CODEN: ENEYDS</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>Applied sciences ; cost effectiveness ; Design engineering ; Economics ; Energy ; Exact sciences and technology ; FDC ; Feasibility studies ; Financing ; Flow rate ; Freshwater ; Hydrodynamic screw ; Hydrological regime ; Investment ; Mini-hydro sizing ; Rivers ; runoff ; Turbines ; water power</subject><ispartof>Energy (Oxford), 2013-09, Vol.58, p.695-706</ispartof><rights>2013 Elsevier Ltd</rights><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c459t-8d704d0c5ea9b7758d76f8b2ded666686863478f8c419f5d9b7d9e069bacb9df3</citedby><cites>FETCH-LOGICAL-c459t-8d704d0c5ea9b7758d76f8b2ded666686863478f8c419f5d9b7d9e069bacb9df3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.energy.2013.06.038$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,780,784,3550,27924,27925,45995</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=27636985$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Barelli, L.</creatorcontrib><creatorcontrib>Liucci, L.</creatorcontrib><creatorcontrib>Ottaviano, A.</creatorcontrib><creatorcontrib>Valigi, D.</creatorcontrib><title>Mini-hydro: A design approach in case of torrential rivers</title><title>Energy (Oxford)</title><description>The problem of designing small run-of-river hydropower plants is very critical for the cost effectiveness of the investment. In order to maximize the economic benefits, an accurate feasibility study must be effected considering the hydrogeological characteristics of the rivers. In this paper a different design approach regarding mini and micro-hydro plants is presented. Specifically, the proposed methodology wants to be a helpful tool to avoid sizing errors that can occur by applying the conventional calculation methods not suitable for torrential rivers. Starting from the analysis of the flow duration curve, the developed method provides an initial value for the turbine nominal flow rate and, considering the actual daily flow rate usable by the turbine, allows to find the optimal size. The method has been developed on the basis of particular rivers, having different runoff regimes, chosen as cases study; for these rivers it has permitted to optimize the plant and find the shorter investment payback time.
•An accurate feasibility study on small run-of-river hydropower is presented.•A different design approach regarding mini and micro-hydro plants is shown.•The presented method allows to optimize the size of a hydrodynamic screw plant.•The method is particularly efficient if applied on torrential rivers.</description><subject>Applied sciences</subject><subject>cost effectiveness</subject><subject>Design engineering</subject><subject>Economics</subject><subject>Energy</subject><subject>Exact sciences and technology</subject><subject>FDC</subject><subject>Feasibility studies</subject><subject>Financing</subject><subject>Flow rate</subject><subject>Freshwater</subject><subject>Hydrodynamic screw</subject><subject>Hydrological regime</subject><subject>Investment</subject><subject>Mini-hydro sizing</subject><subject>Rivers</subject><subject>runoff</subject><subject>Turbines</subject><subject>water power</subject><issn>0360-5442</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2013</creationdate><recordtype>article</recordtype><recordid>eNqFkEtLxDAQgHtQ8PkPBHMRvLROm0cbD8IivmDFg-45ZJPJmqW2a9Jd2H9vli4edeYwDHzz4MuyixKKEkpxsyyww7DYFhWUtABRAG0OsmOgAnLOWHWUncS4BADeSHmc3b76zuefWxv6WzIhFqNfdESvVqHX5pP4jhgdkfSODH0I2A1etyT4DYZ4lh063UY839fTbPb48HH_nE_fnl7uJ9PcMC6HvLE1MAuGo5bzuuapF66ZVxatSNGkpKxuXGNYKR23CbISQci5NnNpHT3Nrse96afvNcZBfflosG11h_06qlKwqqooK-v_UQ6c0hqk_B9lgnGRPO1QNqIm9DEGdGoV_JcOW1WC2klXSzVKVzvpCoRK0tPY1f6Cjka3LujO-Pg7W9WCCtnwxF2OnNO90ouQmNl7WrQ7LpikLBF3I4FJ88ZjUNF47AxaH9AMyvb-71d-ANgCouo</recordid><startdate>20130901</startdate><enddate>20130901</enddate><creator>Barelli, L.</creator><creator>Liucci, L.</creator><creator>Ottaviano, A.</creator><creator>Valigi, D.</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>FBQ</scope><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7ST</scope><scope>7UA</scope><scope>C1K</scope><scope>F1W</scope><scope>H96</scope><scope>L.G</scope><scope>SOI</scope><scope>7SP</scope><scope>7SU</scope><scope>7TB</scope><scope>8FD</scope><scope>F28</scope><scope>FR3</scope><scope>KR7</scope><scope>L7M</scope></search><sort><creationdate>20130901</creationdate><title>Mini-hydro: A design approach in case of torrential rivers</title><author>Barelli, L. ; Liucci, L. ; Ottaviano, A. ; Valigi, D.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c459t-8d704d0c5ea9b7758d76f8b2ded666686863478f8c419f5d9b7d9e069bacb9df3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2013</creationdate><topic>Applied sciences</topic><topic>cost effectiveness</topic><topic>Design engineering</topic><topic>Economics</topic><topic>Energy</topic><topic>Exact sciences and technology</topic><topic>FDC</topic><topic>Feasibility studies</topic><topic>Financing</topic><topic>Flow rate</topic><topic>Freshwater</topic><topic>Hydrodynamic screw</topic><topic>Hydrological regime</topic><topic>Investment</topic><topic>Mini-hydro sizing</topic><topic>Rivers</topic><topic>runoff</topic><topic>Turbines</topic><topic>water power</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Barelli, L.</creatorcontrib><creatorcontrib>Liucci, L.</creatorcontrib><creatorcontrib>Ottaviano, A.</creatorcontrib><creatorcontrib>Valigi, D.</creatorcontrib><collection>AGRIS</collection><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Aqualine</collection><collection>Environment Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Environment Abstracts</collection><collection>Electronics & Communications Abstracts</collection><collection>Environmental Engineering Abstracts</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>ANTE: Abstracts in New Technology & Engineering</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Advanced Technologies Database with Aerospace</collection><jtitle>Energy (Oxford)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Barelli, L.</au><au>Liucci, L.</au><au>Ottaviano, A.</au><au>Valigi, D.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Mini-hydro: A design approach in case of torrential rivers</atitle><jtitle>Energy (Oxford)</jtitle><date>2013-09-01</date><risdate>2013</risdate><volume>58</volume><spage>695</spage><epage>706</epage><pages>695-706</pages><issn>0360-5442</issn><coden>ENEYDS</coden><abstract>The problem of designing small run-of-river hydropower plants is very critical for the cost effectiveness of the investment. In order to maximize the economic benefits, an accurate feasibility study must be effected considering the hydrogeological characteristics of the rivers. In this paper a different design approach regarding mini and micro-hydro plants is presented. Specifically, the proposed methodology wants to be a helpful tool to avoid sizing errors that can occur by applying the conventional calculation methods not suitable for torrential rivers. Starting from the analysis of the flow duration curve, the developed method provides an initial value for the turbine nominal flow rate and, considering the actual daily flow rate usable by the turbine, allows to find the optimal size. The method has been developed on the basis of particular rivers, having different runoff regimes, chosen as cases study; for these rivers it has permitted to optimize the plant and find the shorter investment payback time.
•An accurate feasibility study on small run-of-river hydropower is presented.•A different design approach regarding mini and micro-hydro plants is shown.•The presented method allows to optimize the size of a hydrodynamic screw plant.•The method is particularly efficient if applied on torrential rivers.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.energy.2013.06.038</doi><tpages>12</tpages></addata></record> |
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subjects | Applied sciences cost effectiveness Design engineering Economics Energy Exact sciences and technology FDC Feasibility studies Financing Flow rate Freshwater Hydrodynamic screw Hydrological regime Investment Mini-hydro sizing Rivers runoff Turbines water power |
title | Mini-hydro: A design approach in case of torrential rivers |
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