ANALYSIS OF DAILY PEAKING AND RUN-OF-RIVER OPERATIONS WITH FLOW VARIABILITY METRICS, CONSIDERING SUBDAILY TO SEASONAL TIME SCALES
- Author
- HAAS, Nicholas A1 ; O'CONNOR, Ben L1 ; HAYSE, John W1 ; BEVELHIMER, Mark S2 ; ENDRENY, Theodore A3
[1] Environmental Science Division, Argonne National Laboratory, Building 240, 9700 South Cass Avenue, Argonne, Illinois 60439, United States
[2] Environmental Science Division, Oak Ridge National Laboratory, Oak Ridge, Tennessee 37831, United States
[3] Department of Environmental Resources Engineering, State University of New York-College of Environmental Science and Forestry, Syracuse, New York 13210, United States - Source
Journal of the American Water Resources Association. 2014, Vol 50, Num 6, pp 1622-1640, 19 p ; ref : 1 p.1/4
- Publisher
- American Water Resources Association, Middleburg, VA
- Publication country
- United States
- Document type
- Article
- Language
- English
- Author keyword
- ecological flow assessment environmental flows environmental impacts flow variability hydropower operations rivers and streams time series analysis
- Keyword (fr)
- Analyse série temporelle Barrage Cours eau Déplacement Ecologie Faune poisson Habitat Impact environnement Projet Rivière Stabilité Statistique Chordata Pisces Vertebrata
- Keyword (en)
- time series analysis dams streams displacements ecology fish habitat environment impact projects rivers stability statistics Chordata Pisces Vertebrata
- Keyword (es)
- Presa Curso agua Ecología Fauna pez Habitat Proyecto Río Estabilidad Estadística Chordata Pisces Vertebrata
- Classification
- Pascal
- 001 Exact sciences and technology / 001E Earth, ocean, space / 001E01 Earth sciences / 001E01N Hydrology. Hydrogeology / 001E01N03 Water resources
- Discipline
- Earth sciences
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 29031869
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
10.1111/jawr.12228 
https://dx.doi.org/10.1111/jawr.12228
"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:18:\"10.1111\/jawr.12228\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:129:\"ANALYSIS OF DAILY PEAKING AND RUN-OF-RIVER OPERATIONS WITH FLOW VARIABILITY METRICS, CONSIDERING SUBDAILY TO SEASONAL TIME SCALES\";s:9:\"\u0000*\u0000jtitle\";s:51:\"Journal of the American Water Resources Association\";s:9:\"\u0000*\u0000stitle\";s:27:\"J. Am. Water Resourc. Assoc\";s:7:\"\u0000*\u0000date\";s:4:\"2014\";s:9:\"\u0000*\u0000volume\";s:2:\"50\";s:8:\"\u0000*\u0000issue\";s:1:\"6\";s:8:\"\u0000*\u0000spage\";s:4:\"1622\";s:8:\"\u0000*\u0000epage\";s:4:\"1640\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"1093-474X\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:4:\"HAAS\";s:10:\"\u0000*\u0000aufirst\";s:10:\"Nicholas A\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:4:{i:0;s:15:\"O'CONNOR, Ben L\";i:1;s:13:\"HAYSE, John W\";i:2;s:18:\"BEVELHIMER, Mark S\";i:3;s:19:\"ENDRENY, Theodore A\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"JWRAF5\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:129:\"ANALYSIS OF DAILY PEAKING AND RUN-OF-RIVER OPERATIONS WITH FLOW VARIABILITY METRICS, CONSIDERING SUBDAILY TO SEASONAL TIME SCALES\";s:8:\"\u0000*\u0000place\";s:14:\"Middleburg, VA\";s:6:\"\u0000*\u0000pub\";s:36:\"American Water Resources Association\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"19\";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:18:\"10.1111\/jawr.12228\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:129:\"ANALYSIS OF DAILY PEAKING AND RUN-OF-RIVER OPERATIONS WITH FLOW VARIABILITY METRICS, CONSIDERING SUBDAILY TO SEASONAL TIME SCALES\";s:9:\"\u0000*\u0000jtitle\";s:51:\"Journal of the American Water Resources Association\";s:9:\"\u0000*\u0000stitle\";s:27:\"J. Am. Water Resourc. Assoc\";s:7:\"\u0000*\u0000date\";s:4:\"2014\";s:9:\"\u0000*\u0000volume\";s:2:\"50\";s:8:\"\u0000*\u0000issue\";s:1:\"6\";s:8:\"\u0000*\u0000spage\";s:4:\"1622\";s:8:\"\u0000*\u0000epage\";s:4:\"1640\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"1093-474X\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:4:\"HAAS\";s:10:\"\u0000*\u0000aufirst\";s:10:\"Nicholas A\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:4:{i:0;s:15:\"O'CONNOR, Ben L\";i:1;s:13:\"HAYSE, John W\";i:2;s:18:\"BEVELHIMER, Mark S\";i:3;s:19:\"ENDRENY, Theodore A\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"JWRAF5\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:129:\"ANALYSIS OF DAILY PEAKING AND RUN-OF-RIVER OPERATIONS WITH FLOW VARIABILITY METRICS, CONSIDERING SUBDAILY TO SEASONAL TIME SCALES\";s:8:\"\u0000*\u0000place\";s:14:\"Middleburg, VA\";s:6:\"\u0000*\u0000pub\";s:36:\"American Water Resources Association\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"19\";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:18:\"10.1111\/jawr.12228\";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:18:\"10.1111\/jawr.12228\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:129:\"ANALYSIS OF DAILY PEAKING AND RUN-OF-RIVER OPERATIONS WITH FLOW VARIABILITY METRICS, CONSIDERING SUBDAILY TO SEASONAL TIME SCALES\";s:9:\"\u0000*\u0000jtitle\";s:51:\"Journal of the American Water Resources Association\";s:9:\"\u0000*\u0000stitle\";s:27:\"J. Am. Water Resourc. Assoc\";s:7:\"\u0000*\u0000date\";s:4:\"2014\";s:9:\"\u0000*\u0000volume\";s:2:\"50\";s:8:\"\u0000*\u0000issue\";s:1:\"6\";s:8:\"\u0000*\u0000spage\";s:4:\"1622\";s:8:\"\u0000*\u0000epage\";s:4:\"1640\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"1093-474X\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:4:\"HAAS\";s:10:\"\u0000*\u0000aufirst\";s:10:\"Nicholas A\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:4:{i:0;s:15:\"O'CONNOR, Ben L\";i:1;s:13:\"HAYSE, John W\";i:2;s:18:\"BEVELHIMER, Mark S\";i:3;s:19:\"ENDRENY, Theodore A\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"JWRAF5\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:129:\"ANALYSIS OF DAILY PEAKING AND RUN-OF-RIVER OPERATIONS WITH FLOW VARIABILITY METRICS, CONSIDERING SUBDAILY TO SEASONAL TIME SCALES\";s:8:\"\u0000*\u0000place\";s:14:\"Middleburg, VA\";s:6:\"\u0000*\u0000pub\";s:36:\"American Water Resources Association\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"19\";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:18:\"10.1111\/jawr.12228\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:129:\"ANALYSIS OF DAILY PEAKING AND RUN-OF-RIVER OPERATIONS WITH FLOW VARIABILITY METRICS, CONSIDERING SUBDAILY TO SEASONAL TIME SCALES\";s:9:\"\u0000*\u0000jtitle\";s:51:\"Journal of the American Water Resources Association\";s:9:\"\u0000*\u0000stitle\";s:27:\"J. Am. Water Resourc. Assoc\";s:7:\"\u0000*\u0000date\";s:4:\"2014\";s:9:\"\u0000*\u0000volume\";s:2:\"50\";s:8:\"\u0000*\u0000issue\";s:1:\"6\";s:8:\"\u0000*\u0000spage\";s:4:\"1622\";s:8:\"\u0000*\u0000epage\";s:4:\"1640\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"1093-474X\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:4:\"HAAS\";s:10:\"\u0000*\u0000aufirst\";s:10:\"Nicholas A\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:4:{i:0;s:15:\"O'CONNOR, Ben L\";i:1;s:13:\"HAYSE, John W\";i:2;s:18:\"BEVELHIMER, Mark S\";i:3;s:19:\"ENDRENY, Theodore A\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"JWRAF5\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:129:\"ANALYSIS OF DAILY PEAKING AND RUN-OF-RIVER OPERATIONS WITH FLOW VARIABILITY METRICS, CONSIDERING SUBDAILY TO SEASONAL TIME SCALES\";s:8:\"\u0000*\u0000place\";s:14:\"Middleburg, VA\";s:6:\"\u0000*\u0000pub\";s:36:\"American Water Resources Association\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"19\";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:18:\"10.1111\/jawr.12228\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:129:\"ANALYSIS OF DAILY PEAKING AND RUN-OF-RIVER OPERATIONS WITH FLOW VARIABILITY METRICS, CONSIDERING SUBDAILY TO SEASONAL TIME SCALES\";s:9:\"\u0000*\u0000jtitle\";s:51:\"Journal of the American Water Resources Association\";s:9:\"\u0000*\u0000stitle\";s:27:\"J. Am. Water Resourc. Assoc\";s:7:\"\u0000*\u0000date\";s:4:\"2014\";s:9:\"\u0000*\u0000volume\";s:2:\"50\";s:8:\"\u0000*\u0000issue\";s:1:\"6\";s:8:\"\u0000*\u0000spage\";s:4:\"1622\";s:8:\"\u0000*\u0000epage\";s:4:\"1640\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"1093-474X\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:4:\"HAAS\";s:10:\"\u0000*\u0000aufirst\";s:10:\"Nicholas A\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:4:{i:0;s:15:\"O'CONNOR, Ben L\";i:1;s:13:\"HAYSE, John W\";i:2;s:18:\"BEVELHIMER, Mark S\";i:3;s:19:\"ENDRENY, Theodore A\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"JWRAF5\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:129:\"ANALYSIS OF DAILY PEAKING AND RUN-OF-RIVER OPERATIONS WITH FLOW VARIABILITY METRICS, CONSIDERING SUBDAILY TO SEASONAL TIME SCALES\";s:8:\"\u0000*\u0000place\";s:14:\"Middleburg, VA\";s:6:\"\u0000*\u0000pub\";s:36:\"American Water Resources Association\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"19\";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
