Simulation of nitrogen removal by step feeding for Istanbul wastewaters

E. Görgün; N. Artan; D. Orhon; S. Sözen

doi:10.1016/0273-1223(96)00482-9

Simulation of nitrogen removal by step feeding for Istanbul wastewaters

E. Görgün^*
, N. Artan
, D. Orhon
, S. Sözen

^*Bu çalışma için yazışmadan sorumlu yazar

Çevre Mühendisliği Bölümü

Istanbul Technical University

Araştırma sonucu: Dergiye katkı › Konferans makalesi › bilirkişi

7 Atıf (Scopus)

Özet

The Metropolitan Area of Istanbul is the major polluter in the Marmara Sea which shows all the indications of a sensitive zone. The adopted wastewater management policy involves biological nitrogen and phosphorus removal at all the discharge points in the area. The Riva plant at the Black Sea coast is designed as a two-stage step feeding system. A model simulation shows that the proposed design cannot meet the effluent standard of 10 mgl^-1 total N for the sewage character assessed on the basis of an experimental study, totally different from the one adopted for design.

Orijinal dil	İngilizce
Sayfa (başlangıç-bitiş)	259-264
Sayfa sayısı	6
Dergi	Water Science and Technology
Hacim	33
Basın numarası	12
DOI'lar	https://doi.org/10.1016/0273-1223(96)00482-9
Yayın durumu	Yayınlandı - 1996
Etkinlik	Proceedings of the 1995 7th IAWQ Conference on Design and Operation of Large Wastewater Treatment Plants - Vienna, Austria Süre: 27 Ağu 1995 → 1 Eyl 1995

BM SKH

Bu sonuç, aşağıdaki Sürdürülebilir Kalkınma Hedefine/Hedeflerine katkıda bulunur

SKH 6 Temiz Su ve Sanitasyon
SKH 14 Sudaki Yaşam

Belgeye Erişim

10.1016/0273-1223(96)00482-9

Diğer Dosyalar ve Linkler

Link to publication in Scopus

Alıntı Yap

@article{01ea2800eb6f4f0e99f968d23241b60c,

title = "Simulation of nitrogen removal by step feeding for Istanbul wastewaters",

abstract = "The Metropolitan Area of Istanbul is the major polluter in the Marmara Sea which shows all the indications of a sensitive zone. The adopted wastewater management policy involves biological nitrogen and phosphorus removal at all the discharge points in the area. The Riva plant at the Black Sea coast is designed as a two-stage step feeding system. A model simulation shows that the proposed design cannot meet the effluent standard of 10 mgl-1 total N for the sewage character assessed on the basis of an experimental study, totally different from the one adopted for design.",

keywords = "Activated sludge, Biological nitrogen removal, Denitrification, Istanbul sewage, Nitrification, Process kinetics, Step feeding",

author = "E. G{\"o}rg{\"u}n and N. Artan and D. Orhon and S. S{\"o}zen",

year = "1996",

doi = "10.1016/0273-1223(96)00482-9",

language = "English",

volume = "33",

pages = "259--264",

journal = "Water Science and Technology",

issn = "0273-1223",

number = "12",

note = "Proceedings of the 1995 7th IAWQ Conference on Design and Operation of Large Wastewater Treatment Plants ; Conference date: 27-08-1995 Through 01-09-1995",

}

TY - JOUR

T1 - Simulation of nitrogen removal by step feeding for Istanbul wastewaters

AU - Görgün, E.

AU - Artan, N.

AU - Orhon, D.

AU - Sözen, S.

PY - 1996

Y1 - 1996

N2 - The Metropolitan Area of Istanbul is the major polluter in the Marmara Sea which shows all the indications of a sensitive zone. The adopted wastewater management policy involves biological nitrogen and phosphorus removal at all the discharge points in the area. The Riva plant at the Black Sea coast is designed as a two-stage step feeding system. A model simulation shows that the proposed design cannot meet the effluent standard of 10 mgl-1 total N for the sewage character assessed on the basis of an experimental study, totally different from the one adopted for design.

AB - The Metropolitan Area of Istanbul is the major polluter in the Marmara Sea which shows all the indications of a sensitive zone. The adopted wastewater management policy involves biological nitrogen and phosphorus removal at all the discharge points in the area. The Riva plant at the Black Sea coast is designed as a two-stage step feeding system. A model simulation shows that the proposed design cannot meet the effluent standard of 10 mgl-1 total N for the sewage character assessed on the basis of an experimental study, totally different from the one adopted for design.

KW - Activated sludge

KW - Biological nitrogen removal

KW - Denitrification

KW - Istanbul sewage

KW - Nitrification

KW - Process kinetics

KW - Step feeding

UR - https://www.scopus.com/pages/publications/0029815016

U2 - 10.1016/0273-1223(96)00482-9

DO - 10.1016/0273-1223(96)00482-9

M3 - Conference article

AN - SCOPUS:0029815016

SN - 0273-1223

VL - 33

SP - 259

EP - 264

JO - Water Science and Technology

JF - Water Science and Technology

IS - 12

T2 - Proceedings of the 1995 7th IAWQ Conference on Design and Operation of Large Wastewater Treatment Plants

Y2 - 27 August 1995 through 1 September 1995

ER -

Simulation of nitrogen removal by step feeding for Istanbul wastewaters

Özet

BM SKH

Belgeye Erişim

Diğer Dosyalar ve Linkler

Parmak izi

Alıntı Yap