<?xml version="1.0" encoding="UTF-8"?>
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  <title>DSpace Collection: Desalination and Water Treatment</title>
  <link rel="alternate" href="http://localhost:8080/xmlui/handle/123456789/2223" />
  <subtitle>Desalination and Water Treatment</subtitle>
  <id>http://localhost:8080/xmlui/handle/123456789/2223</id>
  <updated>2026-06-23T06:33:48Z</updated>
  <dc:date>2026-06-23T06:33:48Z</dc:date>
  <entry>
    <title>Fixed bed column study for the removal of Acid Blue 25 dye using NaOH-treated fallen leaves of Ficus racemosa</title>
    <link rel="alternate" href="http://localhost:8080/xmlui/handle/123456789/2224" />
    <author>
      <name>Jain, Suyog N</name>
    </author>
    <author>
      <name>Gogate*, Parag R.</name>
    </author>
    <id>http://localhost:8080/xmlui/handle/123456789/2224</id>
    <updated>2019-08-06T06:01:14Z</updated>
    <published>2017-07-13T00:00:00Z</published>
    <summary type="text">Title: Fixed bed column study for the removal of Acid Blue 25 dye using NaOH-treated fallen leaves of Ficus racemosa
Authors: Jain, Suyog N; Gogate*, Parag R.
Abstract: The present study aims at evaluating the potential of adsorbent obtained from fallen leaves of&#xD;
Ficus racemosa with NaOH activation for Acid Blue 25 (AB 25) dye removal from aqueous solution&#xD;
in a continuous mode. The effect of various operating parameters such as bed height (2–6 cm),&#xD;
initial dye concentration (50–200 mg/L) and flow rate (6–10 mL/min) on the extent of dye removal&#xD;
has been investigated. The obtained results for the variation of operating parameters confirmed&#xD;
better column performance at higher bed height and lower flow rate. Different kinetic models&#xD;
such as Thomas, Adams–Bohart, Yoon–Nelson and bed depth service time (BDST) were applied&#xD;
to the obtained experimental data using column studies to predict the breakthrough curves and&#xD;
average mean square error has been employed to check the best suitability of the model. Thomas&#xD;
and BDST model predictions were established to be in better agreement with the experimental&#xD;
results. Maximum biosorption capacity for 100 mg/L of dye concentration present initially was&#xD;
obtained as 44.14 mg/g at optimum condition of 6 mL/min as the flow rate. The experimental&#xD;
observed capacity matched with the predicted biosorption capacity of 45.71 mg/g using the&#xD;
Thomas model. Elution studies conducted for seven cycles confirmed the reusability of synthesized&#xD;
biosorbent to treat industrial dye effluent in a column. Overall, the study clearly established&#xD;
the utility of synthesized biosorbent for the removal of AB 25 from wastewater in a continuous&#xD;
fixed bed adsorption process.</summary>
    <dc:date>2017-07-13T00:00:00Z</dc:date>
  </entry>
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