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BELT FILTER PRESS ENHANCEMENTS INCREASE THROUGHPUT AT THE SAN ANTONIO RIVER AUTHORITY
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Description: Book cover
BELT FILTER PRESS ENHANCEMENTS INCREASE THROUGHPUT AT THE SAN ANTONIO RIVER AUTHORITY

BELT FILTER PRESS ENHANCEMENTS INCREASE THROUGHPUT AT THE SAN ANTONIO RIVER AUTHORITY

BELT FILTER PRESS ENHANCEMENTS INCREASE THROUGHPUT AT THE SAN ANTONIO RIVER AUTHORITY

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Description: Book cover
BELT FILTER PRESS ENHANCEMENTS INCREASE THROUGHPUT AT THE SAN ANTONIO RIVER AUTHORITY
Abstract
The San Antonio River Authority (SARA) operates three wastewater treatment plants northeast of San Antonio, Texas, including the Salatrillo, Upper Martinez, and Martinez II facilities. The plants provide a combined treatment capacity of about 10 mgd, with 5.83 mgd treated at the Salatrillo Wastewater Treatment Plant (WWTP) and 4.21 mgd treated, combined, at the Martinez facilities. All SARA plants are similar in design, relying on oxidation ditches for wastewater treatment.Two 2-meter Ashbrook Klampress Belt Filter Presses (BFPs), one each at the Upper Martinez and Salatrillo WWTPs, provided dewatering for SARA solids, but additional capacity was required. The existing 2-meter belt presses were being pushed to their hydraulic limit at both plants, although solids loads to both units were well within acceptable ranges. Additionally, cake loading systems at each plant required operators to stop pressing as soon as sludge hauling vehicles were filled, so that filled haulers could be moved and a new hauler put in place. The bottle-necks in the dewatering and loading were controlling solids wasting operations and, therefore, affecting wastewater treatment operations as well. In short, SARA needed both additional hydraulic capacity and more efficient loading operations.Dewatering improvements recently constructed at two SARA plants provide an opportunity to compare two different solutions to hydraulic capacity issues: conversion of an existing 2-belt BFP at the Salatrillo WWTP to a 3-belt unit and the installation of new, alternative design 3-belt unit at the Martinez II WWTP. The differing solutions adopted at each plant reflected site-specific constraints and opportunities.This paper focuses on the relative merits of the two dewatering solutions adopted, comparing capital costs, operational costs and issues, and BFP performance. Additionally, the impact of the improved cake loading system on SARA operations is discussed.
The San Antonio River Authority (SARA) operates three wastewater treatment plants northeast of San Antonio, Texas, including the Salatrillo, Upper Martinez, and Martinez II facilities. The plants provide a combined treatment capacity of about 10 mgd, with 5.83 mgd treated at the Salatrillo Wastewater Treatment Plant (WWTP) and 4.21 mgd treated, combined, at the Martinez facilities. All SARA plants...
Author(s)
Lynne MossJeff PetersRandy WautersSteve Mergele
SourceProceedings of the Water Environment Federation
SubjectSession 8: Conditioning and Dewatering I
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2006
ISSN1938-6478
SICI1938-6478(20060101)2006:2L.435;1-
DOI10.2175/193864706783796772
Volume / Issue2006 / 2
Content sourceResiduals and Biosolids Conference
First / last page(s)435 - 444
Copyright2006
Word count296

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Description: Book cover
BELT FILTER PRESS ENHANCEMENTS INCREASE THROUGHPUT AT THE SAN ANTONIO RIVER AUTHORITY
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Description: Book cover
BELT FILTER PRESS ENHANCEMENTS INCREASE THROUGHPUT AT THE SAN ANTONIO RIVER AUTHORITY
Abstract
The San Antonio River Authority (SARA) operates three wastewater treatment plants northeast of San Antonio, Texas, including the Salatrillo, Upper Martinez, and Martinez II facilities. The plants provide a combined treatment capacity of about 10 mgd, with 5.83 mgd treated at the Salatrillo Wastewater Treatment Plant (WWTP) and 4.21 mgd treated, combined, at the Martinez facilities. All SARA plants are similar in design, relying on oxidation ditches for wastewater treatment.Two 2-meter Ashbrook Klampress Belt Filter Presses (BFPs), one each at the Upper Martinez and Salatrillo WWTPs, provided dewatering for SARA solids, but additional capacity was required. The existing 2-meter belt presses were being pushed to their hydraulic limit at both plants, although solids loads to both units were well within acceptable ranges. Additionally, cake loading systems at each plant required operators to stop pressing as soon as sludge hauling vehicles were filled, so that filled haulers could be moved and a new hauler put in place. The bottle-necks in the dewatering and loading were controlling solids wasting operations and, therefore, affecting wastewater treatment operations as well. In short, SARA needed both additional hydraulic capacity and more efficient loading operations.Dewatering improvements recently constructed at two SARA plants provide an opportunity to compare two different solutions to hydraulic capacity issues: conversion of an existing 2-belt BFP at the Salatrillo WWTP to a 3-belt unit and the installation of new, alternative design 3-belt unit at the Martinez II WWTP. The differing solutions adopted at each plant reflected site-specific constraints and opportunities.This paper focuses on the relative merits of the two dewatering solutions adopted, comparing capital costs, operational costs and issues, and BFP performance. Additionally, the impact of the improved cake loading system on SARA operations is discussed.
The San Antonio River Authority (SARA) operates three wastewater treatment plants northeast of San Antonio, Texas, including the Salatrillo, Upper Martinez, and Martinez II facilities. The plants provide a combined treatment capacity of about 10 mgd, with 5.83 mgd treated at the Salatrillo Wastewater Treatment Plant (WWTP) and 4.21 mgd treated, combined, at the Martinez facilities. All SARA plants...
Author(s)
Lynne MossJeff PetersRandy WautersSteve Mergele
SourceProceedings of the Water Environment Federation
SubjectSession 8: Conditioning and Dewatering I
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2006
ISSN1938-6478
SICI1938-6478(20060101)2006:2L.435;1-
DOI10.2175/193864706783796772
Volume / Issue2006 / 2
Content sourceResiduals and Biosolids Conference
First / last page(s)435 - 444
Copyright2006
Word count296

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Lynne Moss# Jeff Peters# Randy Wauters# Steve Mergele. BELT FILTER PRESS ENHANCEMENTS INCREASE THROUGHPUT AT THE SAN ANTONIO RIVER AUTHORITY. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Web. 11 Jun. 2025. <https://www.accesswater.org?id=-293081CITANCHOR>.
Lynne Moss# Jeff Peters# Randy Wauters# Steve Mergele. BELT FILTER PRESS ENHANCEMENTS INCREASE THROUGHPUT AT THE SAN ANTONIO RIVER AUTHORITY. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Accessed June 11, 2025. https://www.accesswater.org/?id=-293081CITANCHOR.
Lynne Moss# Jeff Peters# Randy Wauters# Steve Mergele
BELT FILTER PRESS ENHANCEMENTS INCREASE THROUGHPUT AT THE SAN ANTONIO RIVER AUTHORITY
Access Water
Water Environment Federation
December 22, 2018
June 11, 2025
https://www.accesswater.org/?id=-293081CITANCHOR