Some Case Studies

 
  • Bruxelles Nord , Belgium, 2007 For an average flow of 558000 m3/d
  • Maidao WWTP Extension , China, 2006 For an average flow of 140000 m3/d
  • Altkirch , France, 1997 For an average flow of 20160 m3/d
  • Araches la Frasse - Les Carroz , France, 1998 For an average flow of 5400 m3/d
  • Auriol , France, 1995 For an average flow of 1800 m3/d
  • Avignon le Pontet , France, 1995 For an average flow of 1800 m3/d
  • Bagnères de Bigorre , France, 2006 For an average flow of 9750 m3/d
  • Chalons sur Marne , France, 1997 For an average flow of 1420 m3/d
  • Dieppe , France, 1996 For an average flow of 8500 m3/d
  • Grand Couronne , France, 1995 For an average flow of 2300 m3/d
  • Les Andelys , France, 2001 For an average flow of 2550 m3/d
  • Linguizzetta , France, 2000 For an average flow of 1080 m3/d
  • Louhans WWTP , France, 2003 For an average flow of 2400 m3/d
  • Mazingarbe WWTP , France, 2001 For an average flow of 15000 m3/d
  • Provins , France, 2003 For an average flow of 7200 m3/d
  • Saint Galmier , France, 2000 For an average flow of 2484 m3/d
  • Soissons / Tranche2 , France, 2004 For an average flow of 12800 m3/d
  • Solaro , France, 2002 For an average flow of 750 m3/d
  • Ustaritz , France, 2005 For an average flow of 2046 m3/d
  • Villepreux (Val de Gally Ouest) , France, 2002 For an average flow of 8800 m3/d
  • North Budapest, Hungary, 2004 For an average flow of 200000 m3/d
  • Birkenhead , UK, 2001 For an average flow of 95000 m3/d
  • Croyde , UK, 2001 For an average flow of 2712 m3/d
  • Shepton Mallet , UK, 2002 For an average flow of 12240 m3/d