Mathematical modeling of adsorption for wastewater treatment / (Record no. 3769)

MARC details
000 -LEADER
fixed length control field 02851nam a2200253 a 4500
001 - CONTROL NUMBER
control field vtls000067867
003 - CONTROL NUMBER IDENTIFIER
control field KUKTEM
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20251114204534.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 121219t2012 my a f m 001 0 eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number THE0003801(Local)
039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE]
Level of rules in bibliographic description 201905151509
Level of effort used to assign nonsubject heading access points shah
Level of effort used to assign subject headings 201212191510
Level of effort used to assign classification Fida
Level of effort used to assign subject headings 201212191509
Level of effort used to assign classification Fida
-- 201212191507
-- Fida
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) TP156.A35 A365 2012 rs Bc.
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Ainihayati Ismail
245 10 - TITLE STATEMENT
Title Mathematical modeling of adsorption for wastewater treatment /
Statement of responsibility, etc. Ainihayati Ismail
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Kuantan, Pahang :
Name of publisher, distributor, etc. UMP,
Date of publication, distribution, etc. 2012
300 ## - PHYSICAL DESCRIPTION
Extent xii, 70 p. :
Other physical details ill. (some col.) ;
Dimensions 30 cm. +
Accompanying material 1 CD-ROM
502 ## - DISSERTATION NOTE
Dissertation note Project paper (Bachelor of Chemical Engineering (Chemical Engineering)) -- Universiti Malaysia Pahang - 2012
504 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc. note Bibliography : p. 57-60
520 3# - SUMMARY, ETC.
Summary, etc. Textile industries produced huge volume of wastewater which is contains synthetic dyes. Synthetic dye is a toxic dye and can cause harm to the aquatic ecosystem as well as to human being because it is poisonous and have carcinogenic and mutagenic. Therefore, dyes must be removed from wastewater before discharged to the drain or river. The method which is widely used is adsorption because this method requires simple operation procedures, low cost compared to the other separation process and no sludge formation. The potential of tea dust as low cost adsorbent to remove color from dye solution was studied. The equilibrium and kinetic of adsorption were studied in batch mode and then mathematical model of adsorption for wastewater treatment was developed. The experiment was conducted under batch mode with various parameters such as initial concentration, pH, adsorbent dose and contact time. The equilibrium study, kinetic study and effect of pH and effect adsorbent dosage were conducted under batch mode constant temperature. The equilibrium data were fitted with Langmuir isotherm, Freundlich isotherms and modified Langmuir model while for kinetic data were fitted with pseudo-first-order, pseudo-second-order and Unified Approach model. Tea dusts have potential to adsorbed crystal violet very well when solution was basic. The adsorption data were fitted better in Langmuir Isotherm which mean this adsorption of crystal violet onto tea dust was monolayer system and the structurally homogeneous sorption surface of adsorbent. The Lagergren pseudo-first order and pseudo-second order were dependent on initial concentration and adsorbent dosages but the Unified Approach Model does not depend on this two parameters. Thus, Unified Approach Model was described the kinetic well and it was useful for modeling the adsorption of crystal violet using tea dust.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Adsorption
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Sewage
General subdivision Purification
-- Adsorption
Holdings
Withdrawn status Lost status 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   Not for loan UMPLIB GAMBANG UMPLIB GAMBANG 04/09/2019   TP156.A35 A365 2012 rs Bc. 0000068536 04/09/2019 1 04/09/2019 Final Year Report
  Not lost   In Transit UMPLIB GAMBANG UMPLIB GAMBANG 04/09/2019   CD 6484 | TP156.A35 A365 2012 rs Bc. 0000068537 04/09/2019 1 04/09/2019 Final Year Report

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