Upgrading of the STP Uithoorn : treatment of nutrient rich wastewater from horticulture

The STP Uithoorn will be upgraded to accommodate the treatment of wastewater from a growing population and to meet more stringent nutrient discharge limits in 2006. In 2003 a system choice and preliminary design was made for the upgrading. A special feature is the nutrient rich wastewater flow from...

Ausführliche Beschreibung

Bibliographische Detailangaben
Veröffentlicht in:Water science and technology : a journal of the International Association on Water Pollution Research. - 1986. - 52(2005), 4 vom: 19., Seite 81-90
1. Verfasser: Piekema, P (VerfasserIn)
Weitere Verfasser: Neef, R
Format: Aufsatz
Sprache:English
Veröffentlicht: 2005
Zugriff auf das übergeordnete Werk:Water science and technology : a journal of the International Association on Water Pollution Research
Schlagworte:Journal Article Nitrates Phosphates Sewage
LEADER 01000caa a22002652 4500
001 NLM158451147
003 DE-627
005 20250206191349.0
007 tu
008 231223s2005 xx ||||| 00| ||eng c
028 5 2 |a pubmed25n0528.xml 
035 |a (DE-627)NLM158451147 
035 |a (NLM)16235749 
040 |a DE-627  |b ger  |c DE-627  |e rakwb 
041 |a eng 
100 1 |a Piekema, P  |e verfasserin  |4 aut 
245 1 0 |a Upgrading of the STP Uithoorn  |b treatment of nutrient rich wastewater from horticulture 
264 1 |c 2005 
336 |a Text  |b txt  |2 rdacontent 
337 |a ohne Hilfsmittel zu benutzen  |b n  |2 rdamedia 
338 |a Band  |b nc  |2 rdacarrier 
500 |a Date Completed 12.12.2005 
500 |a Date Revised 19.04.2006 
500 |a published: Print 
500 |a Citation Status MEDLINE 
520 |a The STP Uithoorn will be upgraded to accommodate the treatment of wastewater from a growing population and to meet more stringent nutrient discharge limits in 2006. In 2003 a system choice and preliminary design was made for the upgrading. A special feature is the nutrient rich wastewater flow from the rapidly developing horticulture in the area. Since the future loads from horticulture are highly uncertain, flexibility of the STP after upgrading is an important issue. A three stage system was selected: improved physical-chemical primary treatment, secondary treatment by activated sludge, and tertiary treatment by denitrifying filters. In this way an important part of the existing infrastructure can be reused, and flexibility is assured by constructing the tertiary treatment in modules and by providing a wide range of operational control possibilities. In this paper the process of system choice and selection of type of tertiary treatment are described, as well as the optimisation of the existing treatment. In order to determine the feasibility of allowing a high loading rate on the existing secondary clarifiers, a two-dimensional hydraulic model of the clarification process was used 
650 4 |a Journal Article 
650 7 |a Nitrates  |2 NLM 
650 7 |a Phosphates  |2 NLM 
650 7 |a Sewage  |2 NLM 
700 1 |a Neef, R  |e verfasserin  |4 aut 
773 0 8 |i Enthalten in  |t Water science and technology : a journal of the International Association on Water Pollution Research  |d 1986  |g 52(2005), 4 vom: 19., Seite 81-90  |w (DE-627)NLM098149431  |x 0273-1223  |7 nnns 
773 1 8 |g volume:52  |g year:2005  |g number:4  |g day:19  |g pages:81-90 
912 |a GBV_USEFLAG_A 
912 |a SYSFLAG_A 
912 |a GBV_NLM 
912 |a GBV_ILN_350 
951 |a AR 
952 |d 52  |j 2005  |e 4  |b 19  |h 81-90