NDLI: Study on denitrification effect of O/A two-stage biological sand filter

Content Provider	IEEE Xplore Digital Library
Author	Simin Li Baofen Miao Zhennan Shi Wei Zhang
Copyright Year	2010
Description	Author affiliation: College of Urban Construction, Hebei University of Engineering, Handan, China (Simin Li; Baofen Miao; Zhennan Shi; Wei Zhang)
Abstract	The biological sand filter process was used to treat the secondary effluent of WWTP, and the influences of water temperature, hydraulic loading and carbon nitrogen ratio on the performance of denitrification by biological sand filter were separately studied. The result showed that with the increasing of water temperature, the denitrification performance of biological sand filter was improved significantly. When the hydraulic loading increased from 3 $m^{3}/(m^{2}·h)$ to 3 $m^{3}/(m^{2}·h),$ and then increased to 4 $m^{3}/(m^{2}·h),$ the average removal rate of TN dropped by 2.08% and 11.15%, respectively. With the increasing of the hydraulic loading, the downtrend of denitrification performance was obvious. The carbon nitrogen ratio was increased from 2.5∶1 to 3.5∶1, and to 4.0∶1, and then to 4.5∶1, the average removal rate of TN was gradually enhanced. But when the carbon nitrogen ratio was 4.5∶1, the average concentration of CODCr was 54.08mg/L in effluent, which was slightly beyond the level of A standard. Considering the influence of hydraulic loading and carbon nitrogen ratio on denitrification performance, concentration of organic matter in effluent and economic cost, in this experiment the optimal control parameters were determined that the hydraulic loading and carbon nitrogen ratio were 3 $m^{3}/m^{2}$ and 3.5∶1, respectively.
Starting Page	1706
Ending Page	1709
File Size	185514
Page Count	4
File Format	PDF
ISBN	9781424477371
e-ISBN	9781424477395
DOI	10.1109/MACE.2010.5535276
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2010-06-26
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Hydraulic loading Temperature Effluents Educational institutions Nitrogen Denitrification performance Water temperature Biological materials Carbon nitrogen ratio Filters Optimal control Chromium Biological sand filter Cost function Biological control systems
Content Type	Text
Resource Type	Article

Sl.	Authority	Responsibilities	Communication Details
1	Ministry of Education (GoI), Department of Higher Education	Sanctioning Authority	https://www.education.gov.in/ict-initiatives
2	Indian Institute of Technology Kharagpur	Host Institute of the Project: The host institute of the project is responsible for providing infrastructure support and hosting the project	https://www.iitkgp.ac.in
3	National Digital Library of India Office, Indian Institute of Technology Kharagpur	The administrative and infrastructural headquarters of the project	Dr. B. Sutradhar bsutra@ndl.gov.in
4	Project PI / Joint PI	Principal Investigator and Joint Principal Investigators of the project	Dr. B. Sutradhar bsutra@ndl.gov.in Prof. Saswat Chakrabarti will be added soon
5	Website/Portal (Helpdesk)	Queries regarding NDLI and its services	support@ndl.gov.in
6	Contents and Copyright Issues	Queries related to content curation and copyright issues	content@ndl.gov.in
7	National Digital Library of India Club (NDLI Club)	Queries related to NDLI Club formation, support, user awareness program, seminar/symposium, collaboration, social media, promotion, and outreach	clubsupport@ndl.gov.in
8	Digital Preservation Centre (DPC)	Assistance with digitizing and archiving copyright-free printed books	dpc@ndl.gov.in
9	IDR Setup or Support	Queries related to establishment and support of Institutional Digital Repository (IDR) and IDR workshops	idr@ndl.gov.in

The denitrifying nitrogen removal experiment with low carbon to nitrogen ratio and organic loading

Influencing Factors on Nitrogen Removal Performance of Combined Biological Aerated Filter for Secondary Effluent from Municipal WWTP

UV254 removal and effect factors from micro-polluted source water by biological sand filter

Performance Study of Enhancing Pretreatment Process for Pre-Denitrification Aerated Filter

Experience of ozone-biological aerated filter process in advanced wastewater treatment

Research on optimization of low temperature and low carbon-nitrogen ratio sewage

Study on effects of different organic matter concentration and carbon nitrogen ratio on denitrifying dephosphatation

The Comparison of Nitrogen Removal Effect in A/O Process under Different HRT of Anoxic Area

Study on influencing factors of denitrification by a step-feed multistage biofilm reactor

Study on denitrification effect of O/A two-stage biological sand filter

Similar Documents

The denitrifying nitrogen removal experiment with low carbon to nitrogen ratio and organic loading

Influencing Factors on Nitrogen Removal Performance of Combined Biological Aerated Filter for Secondary Effluent from Municipal WWTP

UV254 removal and effect factors from micro-polluted source water by biological sand filter

Performance Study of Enhancing Pretreatment Process for Pre-Denitrification Aerated Filter

Experience of ozone-biological aerated filter process in advanced wastewater treatment

Research on optimization of low temperature and low carbon-nitrogen ratio sewage

Study on effects of different organic matter concentration and carbon nitrogen ratio on denitrifying dephosphatation

The Comparison of Nitrogen Removal Effect in A/O Process under Different HRT of Anoxic Area

Study on influencing factors of denitrification by a step-feed multistage biofilm reactor

Study on denitrification effect of O/A two-stage biological sand filter