Application of upflow anaerobic sludge blanket (UASB) reactor for food waste and pome treatment with biogas production / (Record no. 3239)

MARC details
000 -LEADER
fixed length control field 03614nam a2200265 a 4500
001 - CONTROL NUMBER
control field vtls000058723
003 - CONTROL NUMBER IDENTIFIER
control field KUKTEM
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20251114204516.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 120319t2011 my a f m 001 0 eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number THE0003277(Local)
039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE]
Level of rules in bibliographic description 201905161254
Level of effort used to assign nonsubject heading access points irma
-- 201203191135
-- ida
040 ## - CATALOGING SOURCE
Original cataloging agency UMP
090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN)
Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) TD769 .A85 2011 rs Thesis
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Muhammad Asif Latif
245 10 - TITLE STATEMENT
Title Application of upflow anaerobic sludge blanket (UASB) reactor for food waste and pome treatment with biogas production /
Statement of responsibility, etc. Muhammad Asif Latif
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Kuantan, Pahang :
Name of publisher, distributor, etc. UMP,
Date of publication, distribution, etc. 2011
300 ## - PHYSICAL DESCRIPTION
Extent xx, 138 p. :
Other physical details ill. (some col.) ;
Dimensions 30 cm. +
Accompanying material 1 CD-ROM
502 ## - DISSERTATION NOTE
Dissertation note Thesis (Master of Engineering in Civil Engineering) -- Universiti Malaysia Pahang - 2011
504 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc. note Bibliography : p. 95-124
520 3# - SUMMARY, ETC.
Summary, etc. The need for clean water is rising and anaerobic wastewater treatment can be used as a cost effective way out for biodegradation and energy production of organically polluted industrial waste streams. Indeed, the anaerobic digestion process can be applied to conduct various types of wastewaters in a more sustainable way than alternative processes. Applications comprise the treatment of municipal, industrial, agricultural and farming wastewaters. The upflow anaerobic sludge blanket (UASB) reactor is a system in which substrate passes first through an expanded sludge bed having a high concentration of biomass. Anaerobic treatment of liquidized food waste (LFW) was carried out in UASB reactor by stepwise increase in OLR and temperature. Thermophilic condition was achieved by increasing the temperature from 30-55 oC and pH was maintained at 7±0.5 throughout the experiment. Maximum COD removal efficiency was 93.67% (r=0.84) at an OLR of 12.5 g-COD/L.day and 4 days HRT. Maximum TOC removal efficiency was 79.14% (r=-0.94) at an influent TOC concentration of 3.59 g/L. Biogas and methane yield were recorded to a maximum of 1.364 L/g-CODremoved.day (r=0.81), 0.912 L/g-CODremoved.day (r=0.83) and average methane content of biogas was 63%. The reactor was fully acclimatized at 55oC and achieved stability with high removal efficiency and biogas production. An OLR of 12.5 g-COD/L.day and HRT of 4 days were suitable for the treatment of LFW in UASBR. The treatment process can also be extendable for more than ten weeks without any measurable problem. Anaerobic bach treatment of palm oil mill effluent (POME) was carried out with cement kiln dust (CKD) as neutrilizing agent. The UASB reactor was operated continuously at 35 °C for 41 days, with varying OLR from 1.5 to 4 g-COD/L.day at HRT. The digester pH was improved steadily by increasing CKD concentrations and 23-40 g-CaO/L of CKD dosage was found suitlable to maintan pH above 7.5. The correlation (r=0.78) between CKD dosage and reactor pH showed moderate to strong relationship between CKD and reactor pH. The maximum COD removal of 95% was obtained at 4 days HRT at a highest OLR of 4 g-COD/L.day (r=0.95). The suspended solids profile was drawn along four sampling ports of reactor with increasing CKD dosage and 80% removal of suspended silids was found at 37 g-CaO/L CKD dose (r=0.88) and biogas yield was 0.90 L/g-CODremoved.day. Overall performance of CKD showed satisfactory results by replacing expensive buffer solutions thus giving a new technique of neutrilizing the acidic wastewaters.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Sewage sludge digestion
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Anaerobic bacteria
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Sewage
General subdivision Purification
-- Biological treatment
Holdings
Withdrawn status Lost status Source of classification or shelving scheme Damaged status Not for loan Home library Current library Date acquired Total checkouts Full call number Barcode Date last seen Copy number Price effective from Koha item type
  Not lost Library of Congress Classification   In Transit UMPLIB GAMBANG UMPLIB GAMBANG 04/09/2019   TD769 .A85 2011 rs Thesis 0000063988 04/09/2019 1 04/09/2019 Thesis
  Not lost Library of Congress Classification   Not for loan UMPLIB GAMBANG UMPLIB GAMBANG 04/09/2019   CD 6025 | TD769 .A85 2011 rs Thesis 0000063989 04/09/2019 1 04/09/2019 Thesis

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