Biological Nitrogen Removal Database

A manually curated data resource for microbial nitrogen removal


DAMO


Experimental setup


Influent:Real wastewater

Comammox System:Sequential batch reactor coupling anammox and n-DAMO

reactor:Sequential batch reactor (SBR)

Medium:Suspended-sludge

Culture taken from:Mixture of methanogenic sludge and activated sludge

Microorganism cultured:n-DAMO archaea and n-DAMO bacteria

Respiration:Anaerobic

Electron donor:Methane

Electron acceptor:Nitrite

PH:7.0–8.5

Temperature:35°C

HRT:30 min

NH4–N Influent conc(mg/L):199

NO2–N Influent conc(mg/L):nan

NO3–N Influent conc(mg/L):nan


Experimental Information


NH4–N Effluent (mg N/L):nan

NO2–N Effluent (mg N/L):469

NO3-N Effluent (mg N/L):nan

NH4–N removal rate mg/L/d:57

NO2–N removal rate mg/L/d:nan

NO3-N removal rate mg/L/d:67.8

TN Removal rate (mg N/L/d):nan


Information about Article


Authors:Jetten et al., 1997

Title:Towards a more sustainable municipal wastewater treatment system

Pubmed link:None

Full research link:Link

Abstract:The present day wastewater treatment practise can be significantly improved when new microbial processes are introduced. In this paper a new concept is discussed along general lines. The concept consists of a first stage in which a maximal sludge production is achieved. In this way COD is removed as sludge and aeration requirements minimized. This sludge can be digested to yield methane for energy generation. The nitrogen removal is based on a partial oxidation to nitrite and subsequent denitrification with ammonium as electron donor.