Simulated Modelling, Design, and Performance Evaluation of a Pilot-Scale Trickling Filter System for Removal of Carbonaceous Pollutants from Domestic Wastewater

The aim of the present study is to assess the wastewater treatment efficiency of a low-cost pilot-scale trickling filter (TF) system under a prevailing temperature range of 12 °C–38 °C. Operational data (both influent and effluent) for 330 days were collected from the pilot-scale TF for various phys...

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Bibliographic Details
Main Authors: Abdul Rehman, Muhammad Anees, Shama Sehar, Saleh S. Alhewairini, Devendra P. Saroj, Safia Ahmed
Format: Article
Language:English
Published: MDPI AG 2021-11-01
Series:Water
Subjects:
Online Access:https://www.mdpi.com/2073-4441/13/22/3210
Description
Summary:The aim of the present study is to assess the wastewater treatment efficiency of a low-cost pilot-scale trickling filter (TF) system under a prevailing temperature range of 12 °C–38 °C. Operational data (both influent and effluent) for 330 days were collected from the pilot-scale TF for various physicochemical and biological parameters. Average percentage reductions were observed in the ranges of 52–72, 51–73, 61–81, and 74–89% for BOD<sub>5</sub>, COD, TDS, and TSS, respectively, for the whole year except the winter season, where a 74–88% reduction was observed only for TSS, whilst BOD<sub>5</sub>, COD, and TDS demonstrated reductions in the ranges of 13–50, 13–49, and 23–61%, respectively. Furthermore, reductions of about 43–55% and 57–86% in fecal coliform count were observed after the 1st and 6th day of treatment, respectively, throughout study period. Moreover, the pilot-scale TF model was based on zero-order kinetics calibrated at 20 °C using experimental BOD<sub>5</sub> data obtained in the month of October to calculate the k<sub>20</sub> value, which was further validated to determine the <i>k<sub>t</sub></i> value for each BOD<sub>5</sub> experimental setup. The model resulted in more accurate measurements of the pilot-scale TF and could help to improve its ability to handle different types of wastewater in the future.
ISSN:2073-4441