Hydraulic model experimental research of JUBA Hydropower Station
The research of Metamorphosis hydraulic model experiment which is designed on the base of gravity similarity and turbulent resistance similarity into JUBA Hydropower Station shows the structure layout and design size of JUBA Hydropower Station are reasonable and overflow capacity of sluice can meet...
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| creator | Qinxiang Wang Hongqing Zhu |
| description | The research of Metamorphosis hydraulic model experiment which is designed on the base of gravity similarity and turbulent resistance similarity into JUBA Hydropower Station shows the structure layout and design size of JUBA Hydropower Station are reasonable and overflow capacity of sluice can meet the requirements. The sediment control effects of the upstream sand barrier under different flow actions are obvious, through the river dredging regulation can increase 0.21m waterhead of the station, the flow pattern of station at upstream and downstream is not good; through model experimental research propose decreasing the bottom elevation of the power station tailrace channel can increase the waterhead, shunt wall is set between the power station and the sluice at upstream, increase the length and height of the shunt wall at downstream to improve the flow pattern at the upstream and downstream of the hydropower station. |
| doi_str_mv | 10.1109/CECNet.2012.6201509 |
| format | Conference Proceeding |
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The sediment control effects of the upstream sand barrier under different flow actions are obvious, through the river dredging regulation can increase 0.21m waterhead of the station, the flow pattern of station at upstream and downstream is not good; through model experimental research propose decreasing the bottom elevation of the power station tailrace channel can increase the waterhead, shunt wall is set between the power station and the sluice at upstream, increase the length and height of the shunt wall at downstream to improve the flow pattern at the upstream and downstream of the hydropower station.</description><identifier>ISBN: 9781457714146</identifier><identifier>ISBN: 1457714140</identifier><identifier>EISBN: 9781457714139</identifier><identifier>EISBN: 9781457714153</identifier><identifier>EISBN: 1457714132</identifier><identifier>EISBN: 1457714159</identifier><identifier>DOI: 10.1109/CECNet.2012.6201509</identifier><language>eng</language><publisher>IEEE</publisher><subject>flow pattern of upstream and downstream ; Fluid flow measurement ; hydraulic model experiment ; Hydroelectric power generation ; Logic gates ; overflow capacity ; Reservoirs ; Rivers ; type design of structure ; waterhead</subject><ispartof>2012 2nd International Conference on Consumer Electronics, Communications and Networks (CECNet), 2012, p.2626-2629</ispartof><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://ieeexplore.ieee.org/document/6201509$$EHTML$$P50$$Gieee$$H</linktohtml><link.rule.ids>309,310,780,784,789,790,2058,27925,54920</link.rule.ids><linktorsrc>$$Uhttps://ieeexplore.ieee.org/document/6201509$$EView_record_in_IEEE$$FView_record_in_$$GIEEE</linktorsrc></links><search><creatorcontrib>Qinxiang Wang</creatorcontrib><creatorcontrib>Hongqing Zhu</creatorcontrib><title>Hydraulic model experimental research of JUBA Hydropower Station</title><title>2012 2nd International Conference on Consumer Electronics, Communications and Networks (CECNet)</title><addtitle>CECNet</addtitle><description>The research of Metamorphosis hydraulic model experiment which is designed on the base of gravity similarity and turbulent resistance similarity into JUBA Hydropower Station shows the structure layout and design size of JUBA Hydropower Station are reasonable and overflow capacity of sluice can meet the requirements. The sediment control effects of the upstream sand barrier under different flow actions are obvious, through the river dredging regulation can increase 0.21m waterhead of the station, the flow pattern of station at upstream and downstream is not good; through model experimental research propose decreasing the bottom elevation of the power station tailrace channel can increase the waterhead, shunt wall is set between the power station and the sluice at upstream, increase the length and height of the shunt wall at downstream to improve the flow pattern at the upstream and downstream of the hydropower station.</description><subject>flow pattern of upstream and downstream</subject><subject>Fluid flow measurement</subject><subject>hydraulic model experiment</subject><subject>Hydroelectric power generation</subject><subject>Logic gates</subject><subject>overflow capacity</subject><subject>Reservoirs</subject><subject>Rivers</subject><subject>type design of structure</subject><subject>waterhead</subject><isbn>9781457714146</isbn><isbn>1457714140</isbn><isbn>9781457714139</isbn><isbn>9781457714153</isbn><isbn>1457714132</isbn><isbn>1457714159</isbn><fulltext>true</fulltext><rsrctype>conference_proceeding</rsrctype><creationdate>2012</creationdate><recordtype>conference_proceeding</recordtype><sourceid>6IE</sourceid><sourceid>RIE</sourceid><recordid>eNpVT81Kw0AYXBFBqXmCXvYFEvf_52YN1SpFD9Zz-br5FiNpEzYr2rc3Yi_OYYaBYZghZM5ZxTnzN_WyfsZcCcZFZSbWzJ-RwlvHlbaWKy79-T-vzCUpxvGDTbBMOOWvyO3q2CT47NpA932DHcXvAVO7x0OGjiYcEVJ4p32kT293C_qb7of-CxN9zZDb_nBNLiJ0IxYnnZHN_XJTr8r1y8NjvViXrWe55EZJA2EXLSKzGIOMANyAlkGGoADMToPzzmkUogkghGeNkRq48OhilDMy_6ttEXE7TAshHben2_IHPO9MYw</recordid><startdate>201204</startdate><enddate>201204</enddate><creator>Qinxiang Wang</creator><creator>Hongqing Zhu</creator><general>IEEE</general><scope>6IE</scope><scope>6IL</scope><scope>CBEJK</scope><scope>RIE</scope><scope>RIL</scope></search><sort><creationdate>201204</creationdate><title>Hydraulic model experimental research of JUBA Hydropower Station</title><author>Qinxiang Wang ; Hongqing Zhu</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-i90t-16436acbf7ee07efc3faa16a53c3cc4aa6b5a89885e22dca2290d635a129e8ff3</frbrgroupid><rsrctype>conference_proceedings</rsrctype><prefilter>conference_proceedings</prefilter><language>eng</language><creationdate>2012</creationdate><topic>flow pattern of upstream and downstream</topic><topic>Fluid flow measurement</topic><topic>hydraulic model experiment</topic><topic>Hydroelectric power generation</topic><topic>Logic gates</topic><topic>overflow capacity</topic><topic>Reservoirs</topic><topic>Rivers</topic><topic>type design of structure</topic><topic>waterhead</topic><toplevel>online_resources</toplevel><creatorcontrib>Qinxiang Wang</creatorcontrib><creatorcontrib>Hongqing Zhu</creatorcontrib><collection>IEEE Electronic Library (IEL) Conference Proceedings</collection><collection>IEEE Proceedings Order Plan All Online (POP All Online) 1998-present by volume</collection><collection>IEEE Xplore All Conference Proceedings</collection><collection>IEEE Electronic Library (IEL)</collection><collection>IEEE Proceedings Order Plans (POP All) 1998-Present</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Qinxiang Wang</au><au>Hongqing Zhu</au><format>book</format><genre>proceeding</genre><ristype>CONF</ristype><atitle>Hydraulic model experimental research of JUBA Hydropower Station</atitle><btitle>2012 2nd International Conference on Consumer Electronics, Communications and Networks (CECNet)</btitle><stitle>CECNet</stitle><date>2012-04</date><risdate>2012</risdate><spage>2626</spage><epage>2629</epage><pages>2626-2629</pages><isbn>9781457714146</isbn><isbn>1457714140</isbn><eisbn>9781457714139</eisbn><eisbn>9781457714153</eisbn><eisbn>1457714132</eisbn><eisbn>1457714159</eisbn><abstract>The research of Metamorphosis hydraulic model experiment which is designed on the base of gravity similarity and turbulent resistance similarity into JUBA Hydropower Station shows the structure layout and design size of JUBA Hydropower Station are reasonable and overflow capacity of sluice can meet the requirements. The sediment control effects of the upstream sand barrier under different flow actions are obvious, through the river dredging regulation can increase 0.21m waterhead of the station, the flow pattern of station at upstream and downstream is not good; through model experimental research propose decreasing the bottom elevation of the power station tailrace channel can increase the waterhead, shunt wall is set between the power station and the sluice at upstream, increase the length and height of the shunt wall at downstream to improve the flow pattern at the upstream and downstream of the hydropower station.</abstract><pub>IEEE</pub><doi>10.1109/CECNet.2012.6201509</doi><tpages>4</tpages></addata></record> |
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| language | eng |
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| source | IEEE Electronic Library (IEL) Conference Proceedings |
| subjects | flow pattern of upstream and downstream Fluid flow measurement hydraulic model experiment Hydroelectric power generation Logic gates overflow capacity Reservoirs Rivers type design of structure waterhead |
| title | Hydraulic model experimental research of JUBA Hydropower Station |
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