Review of cost versus scale: water and wastewater treatment and reuse processes
The US National Research Council recently recommended direct potable water reuse (DPR), or potable water reuse without environmental buffer, for consideration to address US water demand. However, conveyance of wastewater and water to and from centralized treatment plants consumes on average four tim...
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Published in | Water science and technology Vol. 69; no. 2; pp. 223 - 234 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
London
International Water Association
01.01.2014
IWA Publishing |
Subjects | |
Online Access | Get full text |
ISSN | 0273-1223 1996-9732 |
DOI | 10.2166/wst.2013.734 |
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Abstract | The US National Research Council recently recommended direct potable water reuse (DPR), or potable water reuse without environmental buffer, for consideration to address US water demand. However, conveyance of wastewater and water to and from centralized treatment plants consumes on average four times the energy of treatment in the USA, and centralized DPR would further require upgradient distribution of treated water. Therefore, information on the cost of unit treatment processes potentially useful for DPR versus system capacity was reviewed, converted to constant 2012 US dollars, and synthesized in this work. A logarithmic variant of the Williams Law cost function was found applicable over orders of magnitude of system capacity, for the subject processes: activated sludge, membrane bioreactor, coagulation/flocculation, reverse osmosis, ultrafiltration, peroxone and granular activated carbon. Results are demonstrated versus 10 DPR case studies. Because economies of scale found for capital equipment are counterbalanced by distribution/collection network costs, further study of the optimal scale of distributed DPR systems is suggested. |
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AbstractList | The US National Research Council recently recommended direct potable water reuse (DPR), or potable water reuse without environmental buffer, for consideration to address US water demand. However, conveyance of wastewater and water to and from centralized treatment plants consumes on average four times the energy of treatment in the USA, and centralized DPR would further require upgradient distribution of treated water. Therefore, information on the cost of unit treatment processes potentially useful for DPR versus system capacity was reviewed, converted to constant 2012 US dollars, and synthesized in this work. A logarithmic variant of the Williams Law cost function was found applicable over orders of magnitude of system capacity, for the subject processes: activated sludge, membrane bioreactor, coagulation/flocculation, reverse osmosis, ultrafiltration, peroxone and granular activated carbon. Results are demonstrated versus 10 DPR case studies. Because economies of scale found for capital equipment are counterbalanced by distribution/collection network costs, further study of the optimal scale of distributed DPR systems is suggested. The US National Research Council recently recommended direct potable water reuse (DPR), or potable water reuse without environmental buffer, for consideration to address US water demand. However, conveyance of wastewater and water to and from centralized treatment plants consumes on average four times the energy of treatment in the USA, and centralized DPR would further require upgradient distribution of treated water. Therefore, information on the cost of unit treatment processes potentially useful for DPR versus system capacity was reviewed, converted to constant 2012 US dollars, and synthesized in this work. A logarithmic variant of the Williams Law cost function was found applicable over orders of magnitude of system capacity, for the subject processes: activated sludge, membrane bioreactor, coagulation/flocculation, reverse osmosis, ultrafiltration, peroxone and granular activated carbon. Results are demonstrated versus 10 DPR case studies. Because economies of scale found for capital equipment are counterbalanced by distribution/collection network costs, further study of the optimal scale of distributed DPR systems is suggested.The US National Research Council recently recommended direct potable water reuse (DPR), or potable water reuse without environmental buffer, for consideration to address US water demand. However, conveyance of wastewater and water to and from centralized treatment plants consumes on average four times the energy of treatment in the USA, and centralized DPR would further require upgradient distribution of treated water. Therefore, information on the cost of unit treatment processes potentially useful for DPR versus system capacity was reviewed, converted to constant 2012 US dollars, and synthesized in this work. A logarithmic variant of the Williams Law cost function was found applicable over orders of magnitude of system capacity, for the subject processes: activated sludge, membrane bioreactor, coagulation/flocculation, reverse osmosis, ultrafiltration, peroxone and granular activated carbon. Results are demonstrated versus 10 DPR case studies. Because economies of scale found for capital equipment are counterbalanced by distribution/collection network costs, further study of the optimal scale of distributed DPR systems is suggested. |
Author | Wu, Tingting Guo, Tianjiao Englehardt, James |
Author_xml | – sequence: 1 givenname: Tianjiao surname: Guo fullname: Guo, Tianjiao organization: Department of Civil, Architectural, and Environmental Engineering, University of Miami, McArthur Engineering Building, Rm. 325, 1251 Memorial Drive, Coral Gables, FL 33146, USA – sequence: 2 givenname: James surname: Englehardt fullname: Englehardt, James organization: Department of Civil, Architectural, and Environmental Engineering, University of Miami, McArthur Engineering Building, Rm. 325, 1251 Memorial Drive, Coral Gables, FL 33146, USA – sequence: 3 givenname: Tingting surname: Wu fullname: Wu, Tingting organization: Department of Civil, Architectural, and Environmental Engineering, University of Miami, McArthur Engineering Building, Rm. 325, 1251 Memorial Drive, Coral Gables, FL 33146, USA |
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SubjectTerms | Activated carbon Activated sludge Analysis methods Applied sciences Bioreactors Capacity Case studies Distribution Drinking water Economies of scale Exact sciences and technology Flocculation General purification processes Global environmental pollution Natural water pollution Pollution Reverse osmosis Sludge Treated water Ultrafiltration Waste Disposal, Fluid - economics Waste Disposal, Fluid - methods Wastewater Wastewater treatment Wastewaters Water demand Water Purification - economics Water Purification - methods Water reuse Water treatment and pollution Water treatment plants |
Title | Review of cost versus scale: water and wastewater treatment and reuse processes |
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