Peak design flows in water distribution systems
- Author
- BLUMERIS, P
CDM federal's Boston, Boston MA, United States - Source
Zimbabwe engineer (1992). 1993, Vol 58, Num 7, pp 10-15
- ISSN
- 1019-6404
- Scientific domain
- Civil engineering
- Publisher
- Thomson Publications, Harare
- Publication country
- Zimbabwe
- Document type
- Article
- Language
- English
- Keyword (fr)
- Canalisation Comportement consommateur Conception système Distribution eau Débit volumique Essai sur modèle Etude sur terrain Modèle statistique Régime pointe Réseau distribution Zone urbaine
- Keyword (en)
- Pipe Consumer behavior System design Water distribution Volume flow rate Model test Field study Statistical model Peak load Distribution network Urban area
- Keyword (es)
- Canalización Comportamiento consumidor Concepción sistema Distribución agua Caudal volumétrico Ensayo sobre modelo Estudio en campo Modelo estadístico Régimen punta Red distribución Zona urbana
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14J Water supply. Pipings. Water treatment / 001D14J03 Distribution. Storage
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 3941176
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
Install on your browser
"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:0:\"\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:47:\"Peak design flows in water distribution systems\";s:9:\"\u0000*\u0000jtitle\";s:24:\"Zimbabwe engineer (1992)\";s:9:\"\u0000*\u0000stitle\";s:17:\"Zimb. eng. (1992)\";s:7:\"\u0000*\u0000date\";s:4:\"1993\";s:9:\"\u0000*\u0000volume\";s:2:\"58\";s:8:\"\u0000*\u0000issue\";s:1:\"7\";s:8:\"\u0000*\u0000spage\";s:2:\"10\";s:8:\"\u0000*\u0000epage\";s:2:\"15\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"1019-6404\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:8:\"BLUMERIS\";s:10:\"\u0000*\u0000aufirst\";s:1:\"P\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:0:{}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:0:\"\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:47:\"Peak design flows in water distribution systems\";s:8:\"\u0000*\u0000place\";s:6:\"Harare\";s:6:\"\u0000*\u0000pub\";s:20:\"Thomson Publications\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:0:\"\";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:0:\"\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:47:\"Peak design flows in water distribution systems\";s:9:\"\u0000*\u0000jtitle\";s:24:\"Zimbabwe engineer (1992)\";s:9:\"\u0000*\u0000stitle\";s:17:\"Zimb. eng. (1992)\";s:7:\"\u0000*\u0000date\";s:4:\"1993\";s:9:\"\u0000*\u0000volume\";s:2:\"58\";s:8:\"\u0000*\u0000issue\";s:1:\"7\";s:8:\"\u0000*\u0000spage\";s:2:\"10\";s:8:\"\u0000*\u0000epage\";s:2:\"15\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"1019-6404\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:8:\"BLUMERIS\";s:10:\"\u0000*\u0000aufirst\";s:1:\"P\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:0:{}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:0:\"\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:47:\"Peak design flows in water distribution systems\";s:8:\"\u0000*\u0000place\";s:6:\"Harare\";s:6:\"\u0000*\u0000pub\";s:20:\"Thomson Publications\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:0:\"\";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:\"EuropePMCOpenUrl\":35:{s:10:\"\u0000*\u0000openUrl\";N;s:6:\"\u0000*\u0000fmt\";s:7:\"journal\";s:6:\"\u0000*\u0000doi\";s:0:\"\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:47:\"Peak design flows in water distribution systems\";s:9:\"\u0000*\u0000jtitle\";s:24:\"Zimbabwe engineer (1992)\";s:9:\"\u0000*\u0000stitle\";s:17:\"Zimb. eng. (1992)\";s:7:\"\u0000*\u0000date\";s:4:\"1993\";s:9:\"\u0000*\u0000volume\";s:2:\"58\";s:8:\"\u0000*\u0000issue\";s:1:\"7\";s:8:\"\u0000*\u0000spage\";s:2:\"10\";s:8:\"\u0000*\u0000epage\";s:2:\"15\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"1019-6404\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:8:\"BLUMERIS\";s:10:\"\u0000*\u0000aufirst\";s:1:\"P\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:0:{}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:0:\"\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:47:\"Peak design flows in water distribution systems\";s:8:\"\u0000*\u0000place\";s:6:\"Harare\";s:6:\"\u0000*\u0000pub\";s:20:\"Thomson Publications\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:0:\"\";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:0:\"\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:47:\"Peak design flows in water distribution systems\";s:9:\"\u0000*\u0000jtitle\";s:24:\"Zimbabwe engineer (1992)\";s:9:\"\u0000*\u0000stitle\";s:17:\"Zimb. eng. (1992)\";s:7:\"\u0000*\u0000date\";s:4:\"1993\";s:9:\"\u0000*\u0000volume\";s:2:\"58\";s:8:\"\u0000*\u0000issue\";s:1:\"7\";s:8:\"\u0000*\u0000spage\";s:2:\"10\";s:8:\"\u0000*\u0000epage\";s:2:\"15\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"1019-6404\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:8:\"BLUMERIS\";s:10:\"\u0000*\u0000aufirst\";s:1:\"P\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:0:{}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:0:\"\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:47:\"Peak design flows in water distribution systems\";s:8:\"\u0000*\u0000place\";s:6:\"Harare\";s:6:\"\u0000*\u0000pub\";s:20:\"Thomson Publications\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:0:\"\";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:0:\"\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:47:\"Peak design flows in water distribution systems\";s:9:\"\u0000*\u0000jtitle\";s:24:\"Zimbabwe engineer (1992)\";s:9:\"\u0000*\u0000stitle\";s:17:\"Zimb. eng. (1992)\";s:7:\"\u0000*\u0000date\";s:4:\"1993\";s:9:\"\u0000*\u0000volume\";s:2:\"58\";s:8:\"\u0000*\u0000issue\";s:1:\"7\";s:8:\"\u0000*\u0000spage\";s:2:\"10\";s:8:\"\u0000*\u0000epage\";s:2:\"15\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"1019-6404\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:8:\"BLUMERIS\";s:10:\"\u0000*\u0000aufirst\";s:1:\"P\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:0:{}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:0:\"\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:47:\"Peak design flows in water distribution systems\";s:8:\"\u0000*\u0000place\";s:6:\"Harare\";s:6:\"\u0000*\u0000pub\";s:20:\"Thomson Publications\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:0:\"\";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
