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Technical Implementation of Ontario's Phosphorus Removal Programme B.I. BOYKO, Senior Sewage Engineer J.W.G. RUPKE, Sewage Engineer Research Branch Ministry of the Environment Province of Ontario Toronto, Ontario INTRODUCTION The Province of Ontario is presently involved in a five-year programme to control phosphorus discharges from more than two hundred existing wastewater treatment plants serving some 4.7 million persons. In order to implement this programme, it was necessary to develop methodology that would allow the prediction of prime coagulant best suited for phosphorus removal at any particular treatment facility and to determine whether the chemicals used for phosphorus removal would have any physical or process effects on present wastewater processes, facilities, methods of sludge treatment, and subsequent sludge disposal practices. A Research programme, funded under the Canada/Ontario Agreement on the Lower Great Lakes, was subsequently undertaken using jar testing techniques as a basis for the predictive aspects of the study; full scale phosphorus removal studies were conducted at wastewater treatment facilities ranging in size from 0.05 to 24.0 mgd capacity. This report discusses the predictive methodology, operational results, problem areas, and design considerations that have resulted from the full scale studies conducted. In addition, the results of studies involving phosphorus removal through batch treatment and continuous chemical addition to waste stabilization pond systems are discussed. BACKGROUND As a result of a 1969 International Joint Commission report (1) recommending that phosphorus discharges from all sources in the Lower Great Lakes be reduced to the lowest practical level, the Province of Ontario announced a policy requiring the installation of phosphorus removal facilities at municipal and institutional wastewater plants in both the Lower Great Lakes areas and in inland recreational waters. Initially the policy required a minimum removal of 80 percent of the phosphorus from wastewater plant influents with the need for higher levels of removal to be determined by further studies of the receiving waters. This criterion was subsequently superseded in the Lower Great Lakes by the signing, in April, 1972, of the Canada-United States International Agreement on Great Lakes Water Quality (2) which called for an effluent objective of I mg/l total phosphorus. Permanent phosphorus removal facilities must be operational by December 31, 1973, in the most critically affected areas of the Province, by December 31, 1975, for those discharging to waters deemed to be in a less critical condition, and three years after notification in all other areas of the Province where problems are found to exist. Figure 1 outlines the scheduled phosphorus removal compliance dates for the southern section of the Province of Ontario. 1047
Object Description
Purdue Identification Number | ETRIWC197393 |
Title | Technical implementation of Ontario's phosphorus removal programme |
Author |
Boyko, Boris I. Rupke, J. W. G. |
Date of Original | 1973 |
Conference Title | Proceedings of the 28th Industrial Waste Conference |
Conference Front Matter (copy and paste) | http://earchives.lib.purdue.edu/u?/engext,23197 |
Extent of Original | p. 1047-1062 |
Series | Engineering extension series no. 142 |
Collection Title | Engineering Technical Reports Collection, Purdue University |
Repository | Purdue University Libraries |
Rights Statement | Digital object copyright Purdue University. All rights reserved. |
Language | eng |
Type (DCMI) | text |
Format | JP2 |
Date Digitized | 2009-06-24 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Resolution | 300 ppi |
Color Depth | 8 bit |
Description
Title | page 1047 |
Collection Title | Engineering Technical Reports Collection, Purdue University |
Repository | Purdue University Libraries |
Rights Statement | Digital object copyright Purdue University. All rights reserved. |
Language | eng |
Type (DCMI) | text |
Format | JP2 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Transcript | Technical Implementation of Ontario's Phosphorus Removal Programme B.I. BOYKO, Senior Sewage Engineer J.W.G. RUPKE, Sewage Engineer Research Branch Ministry of the Environment Province of Ontario Toronto, Ontario INTRODUCTION The Province of Ontario is presently involved in a five-year programme to control phosphorus discharges from more than two hundred existing wastewater treatment plants serving some 4.7 million persons. In order to implement this programme, it was necessary to develop methodology that would allow the prediction of prime coagulant best suited for phosphorus removal at any particular treatment facility and to determine whether the chemicals used for phosphorus removal would have any physical or process effects on present wastewater processes, facilities, methods of sludge treatment, and subsequent sludge disposal practices. A Research programme, funded under the Canada/Ontario Agreement on the Lower Great Lakes, was subsequently undertaken using jar testing techniques as a basis for the predictive aspects of the study; full scale phosphorus removal studies were conducted at wastewater treatment facilities ranging in size from 0.05 to 24.0 mgd capacity. This report discusses the predictive methodology, operational results, problem areas, and design considerations that have resulted from the full scale studies conducted. In addition, the results of studies involving phosphorus removal through batch treatment and continuous chemical addition to waste stabilization pond systems are discussed. BACKGROUND As a result of a 1969 International Joint Commission report (1) recommending that phosphorus discharges from all sources in the Lower Great Lakes be reduced to the lowest practical level, the Province of Ontario announced a policy requiring the installation of phosphorus removal facilities at municipal and institutional wastewater plants in both the Lower Great Lakes areas and in inland recreational waters. Initially the policy required a minimum removal of 80 percent of the phosphorus from wastewater plant influents with the need for higher levels of removal to be determined by further studies of the receiving waters. This criterion was subsequently superseded in the Lower Great Lakes by the signing, in April, 1972, of the Canada-United States International Agreement on Great Lakes Water Quality (2) which called for an effluent objective of I mg/l total phosphorus. Permanent phosphorus removal facilities must be operational by December 31, 1973, in the most critically affected areas of the Province, by December 31, 1975, for those discharging to waters deemed to be in a less critical condition, and three years after notification in all other areas of the Province where problems are found to exist. Figure 1 outlines the scheduled phosphorus removal compliance dates for the southern section of the Province of Ontario. 1047 |
Resolution | 300 ppi |
Color Depth | 8 bit |
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