MARC details
| 000 -LEADER |
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| fixed length control field |
03590ntm a2200277 a 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000091277 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
KUKTEM |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20251117113307.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
150922t2015 my da f abm 000 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
THE0003274(Local) |
| 039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE] |
|---|
| Level of rules in bibliographic description |
201905161250 |
| Level of effort used to assign nonsubject heading access points |
irma |
| Level of effort used to assign subject headings |
201905161250 |
| Level of effort used to assign classification |
irma |
| Level of effort used to assign subject headings |
201710091227 |
| Level of effort used to assign classification |
aishah |
| -- |
201509221141 |
| -- |
asma |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
UMP |
| 090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN) |
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| Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) |
TD768 .M39 2015 r Thesis |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Mazza Seddig Adam Abbakar |
| 245 10 - TITLE STATEMENT |
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| Title |
Ultrasonicated Membrane Anaerobic System (UMAS) for sewage sludge treatment / |
| Statement of responsibility, etc. |
Mazza Seddig Adam Abbakar |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
|---|
| Place of publication, distribution, etc. |
Kuantan, Pahang : |
| Name of publisher, distributor, etc. |
UMP, |
| Date of publication, distribution, etc. |
2015 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
xviii, 108 p. : |
| Other physical details |
ill. (some col.) ; |
| Dimensions |
30 cm.+ |
| Accompanying material |
1 CD-ROM |
| 500 ## - GENERAL NOTE |
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| General note |
Faculty of Chemical and Natural Resources Engineering |
| 502 ## - DISSERTATION NOTE |
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| Dissertation note |
Thesis (Doctor of Philosophy in Chemical Engineering) -- Universiti Malaysia Pahang -- 2015 |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc. note |
Bibliography : p. 93-100 |
| 520 3# - SUMMARY, ETC. |
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| Summary, etc. |
Sewage sludge wastewater causes serious environmental pollution due to its high concentration in term of pollutants. Traditional methods of treating sewage sludge wastewater are disadvantages from both economic and environmental perspectives. In this study, the potentials of Ultrasonic Assisted Membrane Anaerobic System (UMAS) in treating sewage sludge was investigated. The study began with some characterization studies to provide understanding of fundamental issues such as conventional separation, ultrasonic and membrane separations. The aim was to obtain optimum operating conditions, maximum methane production as well as performance of UMAS in treating sewage sludge, upon which further developments on wastewater processes could be developed. A pilot plant scale of UMAS has been used to treat sewage sludge. Different organic loading Rates have been fed to the system, which operated semi continuously at mesophilic temperature and pressure ranges of 1.5 – 2 bar. Seven steady states were attained as a part of a kinetic study that considered concentration ranges of 2670.90 mg/L to 7549.75 mg/L for Mixed Liquor Suspended Solids (MLSS). Kinetic equations from Monod, Contois and Chen and Hashimoto were employed to describe the kinetics of sewage treatment at organic loading rates ranging from 0.904 to 0.952 kg COD/m3/day, throughout the experiment, the removal efficiency of COD was from 90.6 % to 92.78 %. The growth yield coefficient, Y, was found to be 0.391 g VSS/g COD, the specific microorganism decay rate was 0.012 day−1 and the methane gas percentage was between 74 % and 89.64 %. The ammonia and nitrogen removal efficiency were 56-81 % and 56-78 % respectively. The K values were in the range of 0.294 to 0.312 g COD/g VSS/day and μmax values were between 0.287 and 0.312 day−1. The highest color and turbidity removal efficiency were 92.1 % and 96.59 % respectively. The optimum conditions obtained were pH of 6.76 and organic loading rate of 0.90 kg/m3/d, giving a maximum methane production of 87.3 % while the predicted maximum methane percentage was 88 %. The results obtained in this study have exposed the capability of ultrasonic assisted membrane an aerobic system (UMAS) in treating wastewater. Further works are nevertheless required to provide deeper understanding of the mechanisms involved to facilitate the development of an optimum system applicable to the industry |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Sewage sludge treatment and disposal |
| General subdivision |
Treatment |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Environmental pollution |
| 856 40 - ELECTRONIC LOCATION AND ACCESS |
|---|
| Uniform Resource Identifier |
<a href="http://ecollib.ump.edu.my/3607/">http://ecollib.ump.edu.my/3607/</a> |
| Public note |
Library access only |