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1.
Water Sci Technol ; 76(5-6): 1523-1534, 2017 Sep.
Article de Anglais | MEDLINE | ID: mdl-28953478

RÉSUMÉ

Hamburg is a growing metropolitan city. The increase in sealed surfaces of about 0.36% per year and the subsequent increased runoff impacts on the city's wastewater infrastructure. Further potential risks to the drainage infrastructure arise also from effects of climate change, e.g. increased intensity and frequency of heavy rainfalls. These challenges were addressed in the Rain InfraStructure Adaption (RISA) project conducted 2009-2015 by HAMBURG WASSER and the State Ministry for Environment and Energy, supported by several municipal stakeholders. RISA addressed intensifying conflicts in the context of urban development and stormwater management at that time. Major results of the project are improvements and recommendations for adequate consideration of stormwater management issues during urban planning as well as new funding mechanisms for stormwater management measures. The latter topic resulted in the introduction of a separated stormwater charge based on the amount of sealed area connected to the sewer system of each property. For both undertakings - the RISA project and the introduction of the separated stormwater charge - a novel, comprehensive, digital database was built. Today, these geographical information system (GIS)-based data offer various scale-independent analysis and information opportunities, which facilitate the day-to-day business of HAMBURG WASSER and stormwater management practice in Hamburg.


Sujet(s)
Villes , Urbanisme , Génie sanitaire/économie , Génie sanitaire/méthodes , Mouvements de l'eau , Changement climatique , Environnement , Surveillance de l'environnement , Systèmes d'information géographique , Allemagne , Pluie , Élimination des déchets liquides/méthodes
2.
Water Sci Technol ; 50(7): 45-8, 2004.
Article de Anglais | MEDLINE | ID: mdl-15553457

RÉSUMÉ

In the end of the year 1999 a new concept for Hamburg's wastewater treatment plants was commissioned to cope with the additional load of 250,000 PE which has been connected to the existing plant serving 1.85 million population equivalents. The new concept consists of an additional tank for the storage of sludge liquor to avoid peak nitrogen concentrations in the effluent of the plant. This solution has been developed within a study assessing a wide range of concepts with costs between initial [see symbol in text] 100 million and the final construction costs of [see symbol in text]1 million. Here the dynamic simulation showed to be a very efficient planning tool. Within the first three years of operation the chosen solution showed to be able to fulfil the requirements. In 2002 the concept has been improved by a few more measures, mainly the equipment of one of the storage tanks as a SAT tank for further cost effective nitrogen removal. For a further improvement of the treatment capacity additional measures are planned to be carried out within the next years.


Sujet(s)
Élimination des déchets liquides/instrumentation , Élimination des déchets liquides/méthodes , Purification de l'eau/instrumentation , Purification de l'eau/méthodes , Ammoniac/isolement et purification , Bioréacteurs , Analyse coût-bénéfice , Allemagne , Azote/composition chimique , Azote/isolement et purification , Saisons , Eaux d'égout , Facteurs temps , Élimination des déchets liquides/économie , Purification de l'eau/économie
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