Welcome To UTPedia

We would like to introduce you, the new knowledge repository product called UTPedia. The UTP Electronic and Digital Intellectual Asset. It stores digitized version of thesis, dissertation, final year project reports and past year examination questions.

Browse content of UTPedia using Year, Subject, Department and Author and Search for required document using Searching facilities included in UTPedia. UTPedia with full text are accessible for all registered users, whereas only the physical information and metadata can be retrieved by public users. UTPedia collaborating and connecting peoples with university’s intellectual works from anywhere.

Disclaimer - Universiti Teknologi PETRONAS shall not be liable for any loss or damage caused by the usage of any information obtained from this web site.Best viewed using Mozilla Firefox 3 or IE 7 with resolution 1024 x 768.

Anaerobic Treatment of Pharmaceutical Wastewater

Abd Rahim, Muhamad Farhan (2008) Anaerobic Treatment of Pharmaceutical Wastewater. Universiti Teknologi Petronas. (Unpublished)

[img] PDF
Download (2216Kb)


This final report is prepared to report the whole progress of the studies of anaerobic treatment of pharmaceutical wastewater. The project analysis done focused on monitoring the performance of upflow anaerobic sludge blanket (UASB) reactor to treat the pharmaceutical wastewater. Two reactors with different operating temperatures, mesophilic (35±l°C) and thermophilic (54±1°C) were used. The sludge chosen for anaerobic reactors was taken from UTP Sewage Treatment Plant. The aim of this project is to determine the optimum operating condition of the reactors and also to monitor the performance of reactors in removing the COD with application of different Organic Loading Rates (OLR) and Hydraulic retention times (HRT). The pharmaceutical wastewater was divided into two strength based on COD concentrations which, low strength (300-500 mg!L) and high strength (1700-2000 mg!L ). Based on wastewater strength and the hydraulic retention time, the period of the works is divided by five phase with different OLR ranges. The OLR was increase from 0.07 to 0.56 kg COD/m3d. The hydraulic retention times (HRT) was ranged from 5 to 3 days. The reactor performance was monitored for 211 days. Phase 1 to 2 consist of low strength wastewater while Phase 3 to 5 consist of high strength of wastewater. The highest percentage of COD removal for mesophilic reactor was 95% while for thermophilic reactor, the percentage removal was 93%. The methane productions occur at range of 50-300 mL for both of the reactors. The Phosphorus for both effluents was 10-40 mg!L. The Annnonia Nitrogen for both effluents was 5-14 mg!L. During phase 4 the reactor failure incident occurs at mesophilic reactor causing its instability to remove COD. Anaerobic reactor has high percentage of COD removal efficiency and the methane produced can be beneficial to industry.

Item Type: Final Year Project
Academic Subject : Academic Department - Civil Engineering - Water and environment - Environmental - Wastewater treatment
Subject: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Engineering > Civil
Depositing User: Users 2053 not found.
Date Deposited: 30 Sep 2013 16:55
Last Modified: 25 Jan 2017 09:45
URI: http://utpedia.utp.edu.my/id/eprint/7490

Actions (login required)

View Item View Item

Document Downloads

More statistics for this item...