Treatment of domestic wastewater by aerated biocarbone filter (Record no. 123001)

MARC details
000 -LEADER
fixed length control field 03707nam a2200421 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260819085206.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 120399s1988 th r 0000|00eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b10743297
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. EV-88-24
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Somkiat Kitsuwannakul
245 10 - TITLE STATEMENT
Title Treatment of domestic wastewater by aerated biocarbone filter
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1988
300 ## - PHYSICAL DESCRIPTION
Extent 79 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. EV-88-24
500 ## - GENERAL NOTE
General note A Thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Environment, Resources and Development
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1988
520 ## - SUMMARY, ETC.
Summary, etc. Biocarbone Filter Process has been conducted, the two units of 15 cm diameter and 1.40 m height laboratory scales were packed with 0 .74 mm activated carbon, 2 .00 mm anthracite and 4.00 mm gravel media. The A.I.T. raw sewage was used after 1 h settling, the following characteristics were found pH 7.6, turbidity 30 NTU, 0.090 mg/l SS, 144 mg/l COD, 67 mg/l BOD5 , 0.03 mg/l N02 -N, 0.12 mg/l N0 3 -N, 10 mg/l NH 3 -N, 5 mg/l Org-N, 13 mg/l TKN and TN, 2.0 mg/l Ortho-P and 2.3 mg/l T-P respective l y . The BOD:N:P ratio was about 30:6:1. The 1 h sedimented A. I . T. raw sewage was fed to the reactor by semi-continuous feed with the hydraulic loading rate of 20-t~o m3 /m2 {u2022} d similar to the values for activated sludge and trickling filter processes. The optimum hydraulic loading rate was found at 35. 34 m3 /m2 {u2022} d. The optimum applied air flowr ate was 0. 50 l/min at STP which was equivalent to DO of 5-7 mg/l. This process consumed 10-15 minutes hydraulic detention time. The expansion portion had no effect on the reactor performance. The biocarbon media depth had effect to nitrogen content but not proportional For downflow biocarbone process using 0.74 mm activated carbon as a medium, removal of 85-90% COD and BOD5 , 65% of TKN and 40-50% of T-P was achieved respectively. The activated carbon adsorption was 0.15 mg COD/g AC. The effluent COD and BOD5 values were 10-30 mg/ 1 and 20 mg/ 1 respectively. For downflow biocarbone process using 2.00 mm anthracite media, 85% of COD and BOD5 , 65% of TKN and 40% of T-P were removed. Anthracite media was found to be more stable configuration, better color adsorption capacity and well suspension performance.
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Sewage
General subdivision Purification
-- Filtration
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Sewage
General subdivision Purification
-- Aeration
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Samorn Muttamara,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Vigneswaran, Saravanamuthu,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Yamamoto, K.,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Danish International Development Agency (DANIDA), Denmark,
Relator term Scholarship Donor
810 2# - SERIES ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Institute of Technology.
Title of a work Thesis ;
Volume/sequential designation no. EV-88-24
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B18894">http://203.159.5.9/ait-thesis/detail.php?q=B18894</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b10743297
b mnait
c x
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240403
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 2
Cataloger's initials, CIN (RLIN) 951012
First date, FD (RLIN) m
-- a
-- x
-- 0
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 20-AIT Publication
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050003044574
CREATED CREATED : 1994-05-19
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909 ## - LOCAL ITEMS USED
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Barcode Barcode : 30050120223416
CREATED CREATED : 2016-10-05
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Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Shelving location Date acquired Total checkouts Full call number Barcode Date last seen Copy number Price effective from Koha item type
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 19/08/2026   AIT Thesis no. EV-88-24 30050003044574 19/08/2026 1 19/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 19/08/2026   AIT Thesis no. EV-88-24 30050003044582 19/08/2026 2 19/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 19/08/2026   AIT Thesis no. EV-88-24 30050120223416 19/08/2026   19/08/2026 40-Archives
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