Optimization model for water distribution system design
- Other title
- Modèle d'optimisation pour la conception de systèmes de distribution de l'eau (fr)
- Author
- LANSEY, K. E1 ; MAYS, L. W
[1] Oklahoma state univ., school civ. eng., Stillwater OK 74078, United States - Source
Journal of hydraulic engineering (New York, N.Y.). 1989, Vol 115, Num 10, pp 1401-1418 ; ref : 19 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
- Keyword (fr)
- Canalisation eau Conception ingéniérie Distribution eau Modèle mathématique Optimisation Pompe Programmation linéaire Réseau adduction eau Réseau Réservoir eau Station pompage Vanne arrêt
- Keyword (en)
- Water pipe Engineering design Water distribution Mathematical model Optimization Pump Linear programming Water supply system network Network Water tank Pumping station Stop valve
- Keyword (es)
- Conducto agua Concepción ingeniería Distribución agua Modelo matemático Optimización Bomba Programación lineal Red aducción agua Red Depósito agua Estación bombeo Válvula cierre
- 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
- 6637323
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(1989)115:10(1401) 
https://dx.doi.org/10.1061/(ASCE)0733-9429(1989)115:10(1401)
"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:41:\"10.1061\/(ASCE)0733-9429(1989)115:10(1401)\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:55:\"Optimization model for water distribution system design\";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:\"1989\";s:9:\"\u0000*\u0000volume\";s:3:\"115\";s:8:\"\u0000*\u0000issue\";s:2:\"10\";s:8:\"\u0000*\u0000spage\";s:4:\"1401\";s:8:\"\u0000*\u0000epage\";s:4:\"1418\";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:6:\"LANSEY\";s:10:\"\u0000*\u0000aufirst\";s:4:\"K. E\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:10:\"MAYS, L. W\";}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:55:\"Optimization model for water distribution system design\";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: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:41:\"10.1061\/(ASCE)0733-9429(1989)115:10(1401)\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:55:\"Optimization model for water distribution system design\";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:\"1989\";s:9:\"\u0000*\u0000volume\";s:3:\"115\";s:8:\"\u0000*\u0000issue\";s:2:\"10\";s:8:\"\u0000*\u0000spage\";s:4:\"1401\";s:8:\"\u0000*\u0000epage\";s:4:\"1418\";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:6:\"LANSEY\";s:10:\"\u0000*\u0000aufirst\";s:4:\"K. E\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:10:\"MAYS, L. W\";}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:55:\"Optimization model for water distribution system design\";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: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:\"UnpaywallOpenUrl\":35:{s:8:\"\u0000*\u0000email\";s:27:\"assistance-portail@inist.fr\";s:6:\"\u0000*\u0000fmt\";N;s:6:\"\u0000*\u0000doi\";s:41:\"10.1061\/(ASCE)0733-9429(1989)115:10(1401)\";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:41:\"10.1061\/(ASCE)0733-9429(1989)115:10(1401)\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:55:\"Optimization model for water distribution system design\";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:\"1989\";s:9:\"\u0000*\u0000volume\";s:3:\"115\";s:8:\"\u0000*\u0000issue\";s:2:\"10\";s:8:\"\u0000*\u0000spage\";s:4:\"1401\";s:8:\"\u0000*\u0000epage\";s:4:\"1418\";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:6:\"LANSEY\";s:10:\"\u0000*\u0000aufirst\";s:4:\"K. E\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:10:\"MAYS, L. W\";}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:55:\"Optimization model for water distribution system design\";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: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:12:\"ArXivOpenUrl\":35:{s:10:\"\u0000*\u0000openUrl\";N;s:6:\"\u0000*\u0000fmt\";s:7:\"journal\";s:6:\"\u0000*\u0000doi\";s:41:\"10.1061\/(ASCE)0733-9429(1989)115:10(1401)\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:55:\"Optimization model for water distribution system design\";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:\"1989\";s:9:\"\u0000*\u0000volume\";s:3:\"115\";s:8:\"\u0000*\u0000issue\";s:2:\"10\";s:8:\"\u0000*\u0000spage\";s:4:\"1401\";s:8:\"\u0000*\u0000epage\";s:4:\"1418\";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:6:\"LANSEY\";s:10:\"\u0000*\u0000aufirst\";s:4:\"K. E\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:10:\"MAYS, L. W\";}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:55:\"Optimization model for water distribution system design\";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: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
