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Description: W14-Proceedings
Assessing the Potential Causes of cBOD and TSS spikes in Influent Wastewater at the Miami-Dade’s Central District WWTP
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Description: W14-Proceedings
Assessing the Potential Causes of cBOD and TSS spikes in Influent Wastewater at the Miami-Dade’s Central District WWTP

Assessing the Potential Causes of cBOD and TSS spikes in Influent Wastewater at the Miami-Dade’s Central District WWTP

Assessing the Potential Causes of cBOD and TSS spikes in Influent Wastewater at the Miami-Dade’s Central District WWTP

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Description: W14-Proceedings
Assessing the Potential Causes of cBOD and TSS spikes in Influent Wastewater at the Miami-Dade’s Central District WWTP
Abstract
The Miami-Dade Water and Sewer Department (MDWASD) operates the Central District Wastewater Treatment Plant (CDWWTP), which has a capacity of 143 millions of gallons per day (MGD). This plant has two parallel treatment trains that receive influent wastewater from different portions of the collection system. CDWWTP has experienced several operational performance challenges attributable to aging infrastructure and changes in the raw influent wastewater characteristics. This has resulted in an observed peak influent concentrations for total suspended solids (TSS) and carbonaceous biochemical oxygen demand (cBOD) several times higher than design criteria, thus impacting the level of service. MWH conducted a characterization of major influent wastewater streams to the CDWWTP to establish the causes of the concentration spikes, and propose mitigation measures from an operational standpoint. Results indicate that spikes are due to high concentrations in areas of the collection system from sludge discharges originating at another treatment plant, and distribution of flows between the plants at the CDWWTP.
The Miami-Dade Water and Sewer Department (MDWASD) operates the Central District Wastewater Treatment Plant (CDWWTP), which has a capacity of 143 millions of gallons per day (MGD). This plant has two parallel treatment trains that receive influent wastewater from different portions of the collection system. CDWWTP has experienced several operational performance challenges attributable to aging...
Author(s)
Felipe BehrensZakir HiraniManuel MoncholiLilian MarreroYurfa GlennyLuis CasadoArt UmbleHarold Schmidt
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Oct, 2014
ISSN1938-6478
DOI10.2175/193864714815938689
Volume / Issue2014 / 15
Content sourceWEFTEC
Copyright2014
Word count175

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Description: W14-Proceedings
Assessing the Potential Causes of cBOD and TSS spikes in Influent Wastewater at the Miami-Dade’s Central District WWTP
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Description: W14-Proceedings
Assessing the Potential Causes of cBOD and TSS spikes in Influent Wastewater at the Miami-Dade’s Central District WWTP
Abstract
The Miami-Dade Water and Sewer Department (MDWASD) operates the Central District Wastewater Treatment Plant (CDWWTP), which has a capacity of 143 millions of gallons per day (MGD). This plant has two parallel treatment trains that receive influent wastewater from different portions of the collection system. CDWWTP has experienced several operational performance challenges attributable to aging infrastructure and changes in the raw influent wastewater characteristics. This has resulted in an observed peak influent concentrations for total suspended solids (TSS) and carbonaceous biochemical oxygen demand (cBOD) several times higher than design criteria, thus impacting the level of service. MWH conducted a characterization of major influent wastewater streams to the CDWWTP to establish the causes of the concentration spikes, and propose mitigation measures from an operational standpoint. Results indicate that spikes are due to high concentrations in areas of the collection system from sludge discharges originating at another treatment plant, and distribution of flows between the plants at the CDWWTP.
The Miami-Dade Water and Sewer Department (MDWASD) operates the Central District Wastewater Treatment Plant (CDWWTP), which has a capacity of 143 millions of gallons per day (MGD). This plant has two parallel treatment trains that receive influent wastewater from different portions of the collection system. CDWWTP has experienced several operational performance challenges attributable to aging...
Author(s)
Felipe BehrensZakir HiraniManuel MoncholiLilian MarreroYurfa GlennyLuis CasadoArt UmbleHarold Schmidt
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Oct, 2014
ISSN1938-6478
DOI10.2175/193864714815938689
Volume / Issue2014 / 15
Content sourceWEFTEC
Copyright2014
Word count175

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Felipe Behrens# Zakir Hirani# Manuel Moncholi# Lilian Marrero# Yurfa Glenny# Luis Casado# Art Umble# Harold Schmidt. Assessing the Potential Causes of cBOD and TSS spikes in Influent Wastewater at the Miami-Dade’s Central District WWTP. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Web. 30 Jun. 2025. <https://www.accesswater.org?id=-282334CITANCHOR>.
Felipe Behrens# Zakir Hirani# Manuel Moncholi# Lilian Marrero# Yurfa Glenny# Luis Casado# Art Umble# Harold Schmidt. Assessing the Potential Causes of cBOD and TSS spikes in Influent Wastewater at the Miami-Dade’s Central District WWTP. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Accessed June 30, 2025. https://www.accesswater.org/?id=-282334CITANCHOR.
Felipe Behrens# Zakir Hirani# Manuel Moncholi# Lilian Marrero# Yurfa Glenny# Luis Casado# Art Umble# Harold Schmidt
Assessing the Potential Causes of cBOD and TSS spikes in Influent Wastewater at the Miami-Dade’s Central District WWTP
Access Water
Water Environment Federation
December 22, 2018
June 30, 2025
https://www.accesswater.org/?id=-282334CITANCHOR