A concept for planning and management of on-site and centralised municipal wastewater treatment systems, a case study in Bangkok, Thailand. II: Scenario-based pollutant load analysis

Author:

Tsuzuki Yoshiaki1,Koottatep Thammarat2,Sinsupan Thitiphon2,Jiawkok Supattra3,Wongburana Chira4,Wattanachira Suraphong5,Sarathai Yuttachai6

Affiliation:

1. School of Civil Engineering, The University of Queensland, QLD 4072, Australia

2. Environment Engineering and Management, Asian Institute of Technology, PO Box 4, Klong Luang, Pathumthani 12120, Thailand

3. Department of Environmental Systems Engineering, Ritsumeikan University, Nojihigashi, Kusatsu, Shiga 525-8577, Japan and School of Health Science, Mae Fah Luang University, Chiang Rai 57100, Thailand

4. Wastewater Management Authority, Vibhavadi-Rangsit Rd, Ladyao, Chatujak, Bangkok 10900, Thailand

5. Department of Environmental Engineering, Faculty of Engineering / National Center of Excellence for Environmental and Hazardous Waste Management (NCE-EHWM), Chiang Mai University, Chiang Mai 50200, Thailand

6. Water Quality Management Bureau, Pollution Control Department, Phahon Yothin Rd, Phayathai, Bangkok 10400, Thailand

Abstract

Scenario-based pollutant load analysis was conducted to develop a part of a concept for planning and management of wastewater treatment systems (WWTSs) under the mixture conditions of centralised and on-site WWTSs. Pollutant discharge indicators and pollutant removal efficiency functions were applied from another paper in the series, which were developed based on the existing conditions in urban and peri-urban areas of Bangkok, Thailand. Two scenarios were developed to describe development directions of the mixture conditions. Scenario 1 involves keeping the on-site wastewater treatment plants (WWTPs) within the areas of centralised WWTSs. Scenario 2 is dividing the centralised and on-site WWTS areas. Comparison of the smallest values of total pollutant discharge per capita (PDCtotal) between Scenarios 1 and 2 showed that the smallest PDCtotal in Scenario 1 was smaller than that in Scenario 2 for biological oxygen demand, chemical oxygen demand and total phosphorus whereas the smallest PDCtotal in Scenario 2 was smaller than that in Scenario 1 for total nitrogen, total coliforms and faecal coliforms. The results suggest that the mixture conditions could be a possible reason for smaller pollutant concentrations at centralised WWTPs. Quantitative scenario-based estimation of PDCtotal is useful and a prerequisite in planning and management of WWTSs.

Publisher

IWA Publishing

Subject

Water Science and Technology,Environmental Engineering

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