In sewer processes: establishing half saturation constant for nitrate (Kᴺ₀₃) / Siti Aminah Abu Bakar

The flows of wastewater originating from water supply of a community and runoff from precipitation on urban surface are typically collected and conveyed to treatment and disposal. The system for this purpose is called a sewer network or a collection system that consists of individual pipes - sewer l...

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Main Author: Abu Bakar, Siti Aminah
Format: Student Project
Language:English
Published: 2002
Subjects:
Online Access:https://ir.uitm.edu.my/id/eprint/49363/1/49363.PDF
https://ir.uitm.edu.my/id/eprint/49363/
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spelling my.uitm.ir.493632021-08-05T09:03:11Z https://ir.uitm.edu.my/id/eprint/49363/ In sewer processes: establishing half saturation constant for nitrate (Kᴺ₀₃) / Siti Aminah Abu Bakar Abu Bakar, Siti Aminah Environmental engineering Water purification. Water treatment and conditioning. Saline water conversion Special types of environment. Including soil pollution, air pollution, noise pollution The flows of wastewater originating from water supply of a community and runoff from precipitation on urban surface are typically collected and conveyed to treatment and disposal. The system for this purpose is called a sewer network or a collection system that consists of individual pipes - sewer lines - and a number of installations like inlet structures and pumps to facilitate collection and transport (Hvitved- Jacobsen,2001). The main objective of this project is to study microbial transformations under anoxic condition particularly to establish the denitrification rates and half saturation constant in bulkwater phase of municipal wastewater. Since anoxic conditions do not normally exist in sewer, sodium nitrate is added to the sample to induce the anoxic condition. Test were conducted on 5 different wastewater samples taken from wastewater treatment plant (WWTP) at Section 23, Shah Alam and WWTP located at Jalan Ilmu, UiTM, Shah Alam. Test were performed using batch reactors to measure denitrification rate under conditions of excess electron donor and limited electron acceptor. Nitrate and nitrite concentration in the samples was determined by ion chromatography. The average KNCB value determined is 0.5 g N03-N/m3. 2002-10 Student Project NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/49363/1/49363.PDF ID49363 Abu Bakar, Siti Aminah (2002) In sewer processes: establishing half saturation constant for nitrate (Kᴺ₀₃) / Siti Aminah Abu Bakar. [Student Project] (Submitted)
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
topic Environmental engineering
Water purification. Water treatment and conditioning. Saline water conversion
Special types of environment. Including soil pollution, air pollution, noise pollution
spellingShingle Environmental engineering
Water purification. Water treatment and conditioning. Saline water conversion
Special types of environment. Including soil pollution, air pollution, noise pollution
Abu Bakar, Siti Aminah
In sewer processes: establishing half saturation constant for nitrate (Kᴺ₀₃) / Siti Aminah Abu Bakar
description The flows of wastewater originating from water supply of a community and runoff from precipitation on urban surface are typically collected and conveyed to treatment and disposal. The system for this purpose is called a sewer network or a collection system that consists of individual pipes - sewer lines - and a number of installations like inlet structures and pumps to facilitate collection and transport (Hvitved- Jacobsen,2001). The main objective of this project is to study microbial transformations under anoxic condition particularly to establish the denitrification rates and half saturation constant in bulkwater phase of municipal wastewater. Since anoxic conditions do not normally exist in sewer, sodium nitrate is added to the sample to induce the anoxic condition. Test were conducted on 5 different wastewater samples taken from wastewater treatment plant (WWTP) at Section 23, Shah Alam and WWTP located at Jalan Ilmu, UiTM, Shah Alam. Test were performed using batch reactors to measure denitrification rate under conditions of excess electron donor and limited electron acceptor. Nitrate and nitrite concentration in the samples was determined by ion chromatography. The average KNCB value determined is 0.5 g N03-N/m3.
format Student Project
author Abu Bakar, Siti Aminah
author_facet Abu Bakar, Siti Aminah
author_sort Abu Bakar, Siti Aminah
title In sewer processes: establishing half saturation constant for nitrate (Kᴺ₀₃) / Siti Aminah Abu Bakar
title_short In sewer processes: establishing half saturation constant for nitrate (Kᴺ₀₃) / Siti Aminah Abu Bakar
title_full In sewer processes: establishing half saturation constant for nitrate (Kᴺ₀₃) / Siti Aminah Abu Bakar
title_fullStr In sewer processes: establishing half saturation constant for nitrate (Kᴺ₀₃) / Siti Aminah Abu Bakar
title_full_unstemmed In sewer processes: establishing half saturation constant for nitrate (Kᴺ₀₃) / Siti Aminah Abu Bakar
title_sort in sewer processes: establishing half saturation constant for nitrate (kᴺ₀₃) / siti aminah abu bakar
publishDate 2002
url https://ir.uitm.edu.my/id/eprint/49363/1/49363.PDF
https://ir.uitm.edu.my/id/eprint/49363/
_version_ 1707768636360359936
score 13.211869