Structure of flow upstream of vertical angled screens in open channels
- Author
- KATOPODIS, C1 2 ; EAD, S. A3 ; STANDEN, G4 ; RAJARATNAM, N4
[1] Freshwater Institute, Winnipeg MB, R3T 2N6, Canada
[2] Univ. of Alberta, Edmonton AB, T6G 2G7, Canada
[3] Dept. of Civil Engineering, Ain Shams Univ., Cairo, Egypt
[4] Dept. of Civil Engineering, Univ. of Alberta, Edmonton AB, T6G 2G7, Canada - Source
Journal of hydraulic engineering (New York, N.Y.). 2005, Vol 131, Num 4, pp 294-304, 11 p ; ref : 14 ref
- CODEN
- JHEND8
- ISSN
- 0733-9429
- Scientific domain
- Civil engineering; Geology; Mechanical engineering
- Publisher
- American Society of Civil Engineers, Reston, VA
- Publication country
- United States
- Document type
- Article
- Language
- English
- Author keyword
- Canals Fish habitats Hydraulic structures Intakes Open channel flow
- Keyword (fr)
- Canal dérivation Ecoulement canal découvert Etude en laboratoire Faune Habitat Hydraulique Pisces Prise eau Protection environnement Résultat expérimental Vitesse écoulement Vertebrata
- Keyword (en)
- Diversion channel Open channel flow Laboratory study Fauna Habitat Hydraulics Pisces Water intake Environmental protection Experimental result Flow velocity Vertebrata
- Keyword (es)
- Canal derivación Flujo canal descubierto Estudio en laboratorio Fauna Habitat Hidraúlica Pisces Toma agua Protección medio ambiente Resultado experimental Velocidad flujo Vertebrata
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14L Hydraulic constructions / 001D14L01 General
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 16642477
Sauf mention contraire ci-dessus, le contenu de cette notice bibliographique peut être utilisé dans le cadre d’une licence CC BY 4.0 Inist-CNRS / Unless otherwise stated above, the content of this bibliographic record may be used under a CC BY 4.0 licence by Inist-CNRS / A menos que se haya señalado antes, el contenido de este registro bibliográfico puede ser utilizado al amparo de una licencia CC BY 4.0 Inist-CNRS
Access to the document
Install on your browser
DOI
10.1061/(ASCE)0733-9429(2005)131:4(294) 
https://dx.doi.org/10.1061/(ASCE)0733-9429(2005)131:4(294)
"O:13:\"PanistOpenUrl\":36:{s:10:\"\u0000*\u0000openUrl\";N;s:6:\"\u0000*\u0000idc\";N;s:6:\"\u0000*\u0000fmt\";s:7:\"journal\";s:6:\"\u0000*\u0000doi\";s:39:\"10.1061\/(ASCE)0733-9429(2005)131:4(294)\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:70:\"Structure of flow upstream of vertical angled screens in open channels\";s:9:\"\u0000*\u0000jtitle\";s:49:\"Journal of hydraulic engineering (New York, N.Y.)\";s:9:\"\u0000*\u0000stitle\";s:33:\"J. hydraul. eng. (New York, N.Y.)\";s:7:\"\u0000*\u0000date\";s:4:\"2005\";s:9:\"\u0000*\u0000volume\";s:3:\"131\";s:8:\"\u0000*\u0000issue\";s:1:\"4\";s:8:\"\u0000*\u0000spage\";s:3:\"294\";s:8:\"\u0000*\u0000epage\";s:3:\"304\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0733-9429\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:9:\"KATOPODIS\";s:10:\"\u0000*\u0000aufirst\";s:1:\"C\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:3:{i:0;s:9:\"EAD, S. A\";i:1;s:10:\"STANDEN, G\";i:2;s:13:\"RAJARATNAM, N\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"JHEND8\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:70:\"Structure of flow upstream of vertical angled screens in open channels\";s:8:\"\u0000*\u0000place\";s:10:\"Reston, VA\";s:6:\"\u0000*\u0000pub\";s:35:\"American Society of Civil Engineers\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"11\";s:9:\"\u0000*\u0000series\";s:0:\"\";s:8:\"\u0000*\u0000proxy\";s:30:\"http:\/\/proxyout.inist.fr:8080\/\";s:12:\"\u0000*\u0000integrite\";b:1;}"
Panist access
"O:12:\"IstexOpenUrl\":35:{s:10:\"\u0000*\u0000openUrl\";N;s:6:\"\u0000*\u0000fmt\";s:7:\"journal\";s:6:\"\u0000*\u0000doi\";s:39:\"10.1061\/(ASCE)0733-9429(2005)131:4(294)\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:70:\"Structure of flow upstream of vertical angled screens in open channels\";s:9:\"\u0000*\u0000jtitle\";s:49:\"Journal of hydraulic engineering (New York, N.Y.)\";s:9:\"\u0000*\u0000stitle\";s:33:\"J. hydraul. eng. (New York, N.Y.)\";s:7:\"\u0000*\u0000date\";s:4:\"2005\";s:9:\"\u0000*\u0000volume\";s:3:\"131\";s:8:\"\u0000*\u0000issue\";s:1:\"4\";s:8:\"\u0000*\u0000spage\";s:3:\"294\";s:8:\"\u0000*\u0000epage\";s:3:\"304\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0733-9429\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:9:\"KATOPODIS\";s:10:\"\u0000*\u0000aufirst\";s:1:\"C\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:3:{i:0;s:9:\"EAD, S. A\";i:1;s:10:\"STANDEN, G\";i:2;s:13:\"RAJARATNAM, N\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"JHEND8\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:70:\"Structure of flow upstream of vertical angled screens in open channels\";s:8:\"\u0000*\u0000place\";s:10:\"Reston, VA\";s:6:\"\u0000*\u0000pub\";s:35:\"American Society of Civil Engineers\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"11\";s:9:\"\u0000*\u0000series\";s:0:\"\";s:8:\"\u0000*\u0000proxy\";s:30:\"http:\/\/proxyout.inist.fr:8080\/\";s:12:\"\u0000*\u0000integrite\";b:1;}"
Istex access
"O:16:\"UnpaywallOpenUrl\":35:{s:8:\"\u0000*\u0000email\";s:27:\"assistance-portail@inist.fr\";s:6:\"\u0000*\u0000fmt\";N;s:6:\"\u0000*\u0000doi\";s:39:\"10.1061\/(ASCE)0733-9429(2005)131:4(294)\";s:6:\"\u0000*\u0000pii\";N;s:7:\"\u0000*\u0000pmid\";N;s:9:\"\u0000*\u0000atitle\";N;s:9:\"\u0000*\u0000jtitle\";N;s:9:\"\u0000*\u0000stitle\";N;s:7:\"\u0000*\u0000date\";N;s:9:\"\u0000*\u0000volume\";N;s:8:\"\u0000*\u0000issue\";N;s:8:\"\u0000*\u0000spage\";N;s:8:\"\u0000*\u0000epage\";N;s:8:\"\u0000*\u0000pages\";N;s:7:\"\u0000*\u0000issn\";N;s:8:\"\u0000*\u0000eissn\";N;s:9:\"\u0000*\u0000aulast\";N;s:10:\"\u0000*\u0000aufirst\";N;s:9:\"\u0000*\u0000auinit\";N;s:10:\"\u0000*\u0000auinitm\";N;s:5:\"\u0000*\u0000au\";N;s:9:\"\u0000*\u0000aucorp\";N;s:7:\"\u0000*\u0000isbn\";N;s:8:\"\u0000*\u0000coden\";N;s:8:\"\u0000*\u0000genre\";N;s:7:\"\u0000*\u0000part\";N;s:9:\"\u0000*\u0000btitle\";N;s:8:\"\u0000*\u0000title\";N;s:8:\"\u0000*\u0000place\";N;s:6:\"\u0000*\u0000pub\";N;s:10:\"\u0000*\u0000edition\";N;s:9:\"\u0000*\u0000tpages\";N;s:9:\"\u0000*\u0000series\";N;s:8:\"\u0000*\u0000proxy\";s:30:\"http:\/\/proxyout.inist.fr:8080\/\";s:12:\"\u0000*\u0000integrite\";N;}"
Unpaywall access
"O:16:\"EuropePMCOpenUrl\":35:{s:10:\"\u0000*\u0000openUrl\";N;s:6:\"\u0000*\u0000fmt\";s:7:\"journal\";s:6:\"\u0000*\u0000doi\";s:39:\"10.1061\/(ASCE)0733-9429(2005)131:4(294)\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:70:\"Structure of flow upstream of vertical angled screens in open channels\";s:9:\"\u0000*\u0000jtitle\";s:49:\"Journal of hydraulic engineering (New York, N.Y.)\";s:9:\"\u0000*\u0000stitle\";s:33:\"J. hydraul. eng. (New York, N.Y.)\";s:7:\"\u0000*\u0000date\";s:4:\"2005\";s:9:\"\u0000*\u0000volume\";s:3:\"131\";s:8:\"\u0000*\u0000issue\";s:1:\"4\";s:8:\"\u0000*\u0000spage\";s:3:\"294\";s:8:\"\u0000*\u0000epage\";s:3:\"304\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0733-9429\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:9:\"KATOPODIS\";s:10:\"\u0000*\u0000aufirst\";s:1:\"C\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:3:{i:0;s:9:\"EAD, S. A\";i:1;s:10:\"STANDEN, G\";i:2;s:13:\"RAJARATNAM, N\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"JHEND8\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:70:\"Structure of flow upstream of vertical angled screens in open channels\";s:8:\"\u0000*\u0000place\";s:10:\"Reston, VA\";s:6:\"\u0000*\u0000pub\";s:35:\"American Society of Civil Engineers\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"11\";s:9:\"\u0000*\u0000series\";s:0:\"\";s:8:\"\u0000*\u0000proxy\";s:30:\"http:\/\/proxyout.inist.fr:8080\/\";s:12:\"\u0000*\u0000integrite\";b:1;}"
Europe PubMed Central access
"O:11:\"BaseOpenUrl\":35:{s:10:\"\u0000*\u0000openUrl\";N;s:6:\"\u0000*\u0000fmt\";s:7:\"journal\";s:6:\"\u0000*\u0000doi\";s:39:\"10.1061\/(ASCE)0733-9429(2005)131:4(294)\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:70:\"Structure of flow upstream of vertical angled screens in open channels\";s:9:\"\u0000*\u0000jtitle\";s:49:\"Journal of hydraulic engineering (New York, N.Y.)\";s:9:\"\u0000*\u0000stitle\";s:33:\"J. hydraul. eng. (New York, N.Y.)\";s:7:\"\u0000*\u0000date\";s:4:\"2005\";s:9:\"\u0000*\u0000volume\";s:3:\"131\";s:8:\"\u0000*\u0000issue\";s:1:\"4\";s:8:\"\u0000*\u0000spage\";s:3:\"294\";s:8:\"\u0000*\u0000epage\";s:3:\"304\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0733-9429\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:9:\"KATOPODIS\";s:10:\"\u0000*\u0000aufirst\";s:1:\"C\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:3:{i:0;s:9:\"EAD, S. A\";i:1;s:10:\"STANDEN, G\";i:2;s:13:\"RAJARATNAM, N\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"JHEND8\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:70:\"Structure of flow upstream of vertical angled screens in open channels\";s:8:\"\u0000*\u0000place\";s:10:\"Reston, VA\";s:6:\"\u0000*\u0000pub\";s:35:\"American Society of Civil Engineers\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"11\";s:9:\"\u0000*\u0000series\";s:0:\"\";s:8:\"\u0000*\u0000proxy\";s:30:\"http:\/\/proxyout.inist.fr:8080\/\";s:12:\"\u0000*\u0000integrite\";b:1;}"
Base Search access
"O:12:\"ArXivOpenUrl\":35:{s:10:\"\u0000*\u0000openUrl\";N;s:6:\"\u0000*\u0000fmt\";s:7:\"journal\";s:6:\"\u0000*\u0000doi\";s:39:\"10.1061\/(ASCE)0733-9429(2005)131:4(294)\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:70:\"Structure of flow upstream of vertical angled screens in open channels\";s:9:\"\u0000*\u0000jtitle\";s:49:\"Journal of hydraulic engineering (New York, N.Y.)\";s:9:\"\u0000*\u0000stitle\";s:33:\"J. hydraul. eng. (New York, N.Y.)\";s:7:\"\u0000*\u0000date\";s:4:\"2005\";s:9:\"\u0000*\u0000volume\";s:3:\"131\";s:8:\"\u0000*\u0000issue\";s:1:\"4\";s:8:\"\u0000*\u0000spage\";s:3:\"294\";s:8:\"\u0000*\u0000epage\";s:3:\"304\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0733-9429\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:9:\"KATOPODIS\";s:10:\"\u0000*\u0000aufirst\";s:1:\"C\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:3:{i:0;s:9:\"EAD, S. A\";i:1;s:10:\"STANDEN, G\";i:2;s:13:\"RAJARATNAM, N\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"JHEND8\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:70:\"Structure of flow upstream of vertical angled screens in open channels\";s:8:\"\u0000*\u0000place\";s:10:\"Reston, VA\";s:6:\"\u0000*\u0000pub\";s:35:\"American Society of Civil Engineers\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"11\";s:9:\"\u0000*\u0000series\";s:0:\"\";s:8:\"\u0000*\u0000proxy\";s:30:\"http:\/\/proxyout.inist.fr:8080\/\";s:12:\"\u0000*\u0000integrite\";b:1;}"
arXiv access
