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