Urban stormwater reduction and quality improvement through the use of permeable pavements = Réduction de la surverse urbaine d'orage et amélioration de la qualité par l'utilisation de chaussées perméablePRATT, C. J; MANTLE, J. D. G; SCHOFIELD, P. A et al.Water science and technology. 1989, Vol 21, Num 8-9, pp 769-778, issn 0273-1223, 10 p.Conference Paper

Test-Driving Stormwater BMPsWALCH, Marianne.Water environment & technology. 2008, Vol 20, Num 4, pp 59-62, issn 1044-9493, 4 p.Article

Sherlocks of stormwaterTUOMARI, Dean C; THOMPSON, Susan.Water environment & technology. 2005, Vol 17, Num 5, pp 49-52, issn 1044-9493, 4 p.Article

Mieux gérer les eaux pluviales urbaines = More effective storm water managementMAUDUIT, Marc.L' Eau, l'industrie, les nuisances. 2006, Num 292, issn 0755-5016, 57-66 [9 p.]Article

Stormwater quality associated with a full silt trap discharging into an urban watercourseSCHOLZ, M; ZETTEL, S.Journal of the Chartered Institution of Water and Environmental Management. 2004, Vol 18, Num 4, pp 226-229, issn 1360-4015, 4 p.Article

Une solution pour prendre en charge les eaux pluviales = Storm water treatment : a way of dealing with storm waterPETITPAIN, Francoise.L' Eau, l'industrie, les nuisances. 2006, Num 292, pp 67-70, issn 0755-5016, 4 p.Article

Green roof storm water modelingHOFFMAN, Leslie.Biocycle. 2006, Vol 47, Num 2, pp 38-40, issn 0276-5055, 3 p.Conference Paper

Schmutzfrachtberechnung zur Bemessung von Regenentlastungen = Méthode de calcul des surverses d'orage = Design of strom water overflowsSCHMITT, T. G.Wasser und Boden. 1987, Vol 39, Num 12, pp 633-637, issn 0043-0951Article

Constructed Storm-Water Wetland Installation and Maintenance: Are We Getting It Right?HUNT, W. F; GREENWAY, M; MOORE, T. C et al.Journal of irrigation and drainage engineering. 2011, Vol 137, Num 8, pp 469-474, issn 0733-9437, 6 p.Article

Compost on EPA menu for managing storm waterBiocycle. 2006, Vol 47, Num 1, pp 34-35, issn 0276-5055, 2 p.Article

Fractional kinetic model for first flush of stormwater pollutantsDENG, Zhi-Qiang; DE LIMA, Joao L. M. P; SINGH, Vijay P et al.Journal of environmental engineering (New York, NY). 2005, Vol 131, Num 2, pp 232-241, issn 0733-9372, 10 p.Article

Storm water pollutant removal by two wet ponds in Bellevue, WashingtonCOMINGS, K. J; BOOTH, D. B; HORNER, R. R et al.Journal of environmental engineering (New York, NY). 2000, Vol 126, Num 4, pp 321-330, issn 0733-9372Article

The feasibility of flocculation in a storage sedimentation basinDE COCK, W; BLOM, P; VAES, G et al.Water science and technology. 1999, pp 75-83, issn 0273-1223, isbn 0-08-043632-3Conference Paper

Laboratory investigation into the performance of an in-sewer vortex flow regulatorPARSIAN, H; BUTLER, D.Journal of the Institution of Water and Environmental Management. 1993, Vol 7, Num 2, pp 182-189, issn 0951-7359Article

Possibilité de prise en charge de débits supplémentaires sur une station biologique en temps de pluie = Feasibility of the management of additional flow rate in a biological plant during rain stormJOANNIS, C; RUBAN, G; ZAIED, N et al.Houille blanche (Grenoble). 1993, Vol 48, pp 160-165, issn 0018-6368, NSConference Paper

A generalized model for stormwater runoff hydrographUCHRIN, C. G; WEBER, W. J. JR.Journal of environmental science and health. Part A, Environmental science and engineering. 1984, Vol 19, Num 1, pp 67-82, issn 0360-1226Article

Beach fecal coliformsPALMER, M. D; DEWEY, R. J.Canadian journal of civil engineering (Print). 1984, Vol 11, Num 2, pp 217-224, issn 0315-1468Article

«Der Spitzenabflussbeiwert von Siedlungsgebieten»-eine Projektierungshilfe des Amtes für Gewässerschutz und Wasserbau des Kantons Zürich = «Le coefficient d'écoulement maximum de régions habitées». Une aide à la planification du Service pour la Protection des eaux et la construction hydraulique du canton de Zurich = «The maximum run-off coefficient in build-up areas». A planification help for Waters Protection and Hydraulic Construction Department in Zurich CantonSTURZENEGGER, H; JOST, B.Gas, Wasser, Abwasser. 1983, Vol 63, Num 11, pp 664-667, issn 0036-8008Article

Discussion: Prediction of long-term urban stormwater loads at single sitesMAY, Daniel; SIVAKUMAR, Muttucumaru; SARMADI, Fahimeh et al.Water management. 2014, Vol 167, Num 8, pp 482-484, issn 1741-7589, 3 p.Article

Un dispositif de réduction des rejets de macro-déchets par les déversoirs d'orage = A device for reducing the release of macro-waste by storm water overflowsMORIN, Antoine.L' Eau, l'industrie, les nuisances. 2010, Num 336, pp 131-133, issn 0755-5016, 3 p.Article

Low impact development worksHOOD, Mark; CLAUSEN, John C.Journal of soil and water conservation. 2006, Vol 61, Num 2, issn 0022-4561, 58A-61AArticle

Adsorption characteristics of oxide coated buoyant media (ρ_s<1.0) for storm water treatment. II: Equilibria and kinetic modelsDINGFANG LIU; SANSALONE, John J; CARTLEDGE, Frank K et al.Journal of environmental engineering (New York, NY). 2004, Vol 130, Num 4, pp 383-390, issn 0733-9372, 8 p.Article

New design method of treatment devices. Storage tanks and on-stream treatmentsRUSCASSIER, G; CHEBBO, G; SAGET, A et al.Nouvelles technologies en assainissement pluvial. Conference international. 1998, isbn 2-9509337-1-8, 2Vol, Vol 1, 451-459Conference Paper

Conjunctive wetland treatment/aquifer storage and recovery at Regent Gardens residential development, Northfield, South AustraliaEMMETT, A. J; CLARKE, S; HOWLES, S et al.Desalination (Amsterdam). 1996, Vol 106, Num 1-3, pp 407-410, issn 0011-9164Conference Paper

Anforderungen und geeignete Behandlungsmassnahmen für die Einleitung von Niederschlagswasser in leistungsschwache Gewässer = Requirements and adequate treatment methods for the discharge of stormwater into inefficient water coursesSCHITTHELM, D.Wasser und Boden. 1995, Vol 47, Num 1, pp 67-71, issn 0043-0951Article