Zobrazeno 1 - 10
of 30
pro vyhledávání: '"Bernard Brémond"'
Publikováno v:
Journal of Urban and Environmental Engineering, Vol 10, Iss 2, Pp 162-168 (2016)
Demand for drinking domestic water is continuously increasing specially in urban centres which experience high demographic expansion. The decrease of water losses in water supply networks can help preserve such a rare resource. Low number of water me
Externí odkaz:
https://doaj.org/article/f161303ff6244971bb31b17dabbd3977
Publikováno v:
Journal of Urban and Environmental Engineering. 10:162-168
Demand for drinking domestic water is continuously increasing specially in urban centres which experience high demographic expansion. The decrease of water losses in water supply networks can help preserve such a rare resource. Low number of water me
Publikováno v:
Water Utility Journal
Water Utility Journal, 2015, 10, pp.5-14
HAL
Water Loss 2009
Water Loss 2009, Apr 2009, Cap Town, South Africa. pp.8
Water Utility Journal, 2015, 10, pp.5-14
HAL
Water Loss 2009
Water Loss 2009, Apr 2009, Cap Town, South Africa. pp.8
International audience; SMEGREG is a public body in charge of water saving in the Gironde département (French administrative unit) in southwest France. SMEGREG has devised its own information system to collate water balance component data from all u
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::cc6a369b71d6f2648cd7a97945583466
https://hal.inrae.fr/hal-02601890
https://hal.inrae.fr/hal-02601890
Publikováno v:
Techniques Sciences Méthodes
Techniques Sciences Méthodes, ASTEE/EDP Sciences, 2012, pp.55-62
HAL
Techniques Sciences Méthodes, ASTEE/EDP Sciences, 2012, pp.55-62
HAL
Stakeholders involved in the renewal of drinking water networks use almost systematically the concept of mean « lifetime » set by an expert according to the material. A common approach for estimating replacement needs assumes that all pipes of the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::047423926ef9a5e0685de753dd514f78
https://hal.inrae.fr/hal-02597875
https://hal.inrae.fr/hal-02597875
Publikováno v:
Applied Mathematics Letters
Applied Mathematics Letters, Elsevier, 2009, 22 (11), pp.1694-1699. ⟨10.1016/j.aml.2009.02.007⟩
Applied Mathematics Letters, 2009, 22 (11), pp.1694-1699. ⟨10.1016/j.aml.2009.02.007⟩
Applied Mathematics Letters, Elsevier, 2009, 22 (11), pp.1694-1699. ⟨10.1016/j.aml.2009.02.007⟩
Applied Mathematics Letters, 2009, 22 (11), pp.1694-1699. ⟨10.1016/j.aml.2009.02.007⟩
[Departement_IRSTEA]Ecotechnologies [TR1_IRSTEA]TED [Axe_IRSTEA]TED-NETWATER; International audience; The objective of this paper is to present and validate an improved formulation of the hydraulic network equations that incorporate pressure-dependen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2130c80758b092204f4c7722e0e9fd99
https://hal.inria.fr/inria-00554402
https://hal.inria.fr/inria-00554402
Publikováno v:
LESAM 2007, Lisbonne, PRT, 17-19 octobre 2007
LESAM 2007, Lisbonne, PRT, 17-19 octobre 2007, 2007, pp.15
HAL
LESAM 2007, Lisbonne, PRT, 17-19 octobre 2007, 2007, pp.15
HAL
Context and objectives: The project SIROCO (Système Intégré d'aide au Renouvellement Optimisé des COnduites adapté aux petites et moyennes collectivités distributrices d'eau potable) financed by the French Ministry of Research, is the result of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::6c4ae1912d32a00dd76644e5e312323a
https://hal.inrae.fr/hal-02590308
https://hal.inrae.fr/hal-02590308
Publikováno v:
WATER LOSS 2007 Bucarest, ROM
WATER LOSS 2007 Bucarest, ROM, 2007, pp.9
HAL
WATER LOSS 2007 Bucarest, ROM, 2007, pp.9
HAL
In France, the main indicator used to quantify the evolution of leakage levels in water distribution systems is the Linear Losses Index (LLI), which has been defined and recommended by governmental environment agencies [1], thus (using IWA terminolog
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::9f19f9dc0918d9308b8287053cbfbee5
https://hal.inrae.fr/hal-02590310
https://hal.inrae.fr/hal-02590310
Publikováno v:
2003 World Water and Environmental Resources Congress-EWRI03
2003 World Water and Environmental Resources Congress-EWRI03, EWRI, Jun 2003, Philadelphia (PA), United States. 10 p., ⟨10.1061/40685(2003)270⟩
2003 World Water and Environmental Resources Congress-EWRI03, EWRI, Jun 2003, Philadelphia (PA), United States. 10 p., ⟨10.1061/40685(2003)270⟩
International audience; Residual chlorine concentration is an indirect indicator of the quality of distributed water. Originators and managers of networks use this indicator in the dimensioning process and in their practical decisions. The model used
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::253b827fbb7b25361f2514732e67e109
https://hal.inrae.fr/hal-02586869
https://hal.inrae.fr/hal-02586869
Publikováno v:
Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management, American Society of Civil Engineers, 2003, 129 (2), pp.135-145
Journal of Water Resources Planning and Management, American Society of Civil Engineers, 2003, 129 (2), pp.135-145
International audience; Chlorine concentration is an important parameter used to assess the quality of water supplied by a distribution network. While several water quality simulators are readily available (e.g., EPANET software), water quality optim
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cb170c028cf05bd120bdef22083635db
https://hal.inrae.fr/hal-02581269
https://hal.inrae.fr/hal-02581269
Autor:
Olivier Piller, Bernard Brémond
Publikováno v:
Environmental & Water Resources Systems Analysis (EWRSA)
Environmental & Water Resources Systems Analysis (EWRSA), ASCE, May 2002, Roanoke (VA), United States. 11 p
HAL
Environmental & Water Resources Systems Analysis (EWRSA), ASCE, May 2002, Roanoke (VA), United States. 11 p
HAL
International audience; One of the new approaches for improving drinking-water network diagnosis is to consider the random nature of consumption. It then becomes possible to estimate the flow for each pipe and the pressure at each point with an accom
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::a25b28be70f9d8015acc1247e3521537
https://hal.inrae.fr/hal-02580809
https://hal.inrae.fr/hal-02580809