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53 LIME TREATMENT AND AMMONIA VOLATILIZATION FOR INDUSTRIAL WASTEWATERS Robert Kaszas, Project Engineer Robert C. Harries, Manager Earl E. Shannon, Manager CH2M HILL Engineering Ltd. Waterloo, Ontario, Canada INTRODUCTION Many industries that discharge to surface water courses are faced with stringent discharge criteria. One of the parameters that is frequently regulated is ammonia nitrogen (NH3). When wastewaters containing NH3 are discharged to surface waters, oxygen depletion of the receiving water can occur as the NH3 is oxidized to nitrate and nitrite. NH3 is also toxic to some aquatic species at relatively low concentrations and it is also a nutrient for aquatic plants such as algae. As such it contributes to the aesthetic degradation and low dissolved oxygen concentration of surface waters that are affected by nuisance algal blooms. Some industries that discharge to particularly sensitive surface waters are also prohibited from discharging their effluent during certain times of the year. These industries must therefore store their wastewater onsite and await the onset of the discharge period. Algal blooms in the storage ponds contribute to elevated biochemical oxygen demand (BOD5) and elevated total suspended solids (TSS) concentrations in the impounded wastewater. The two industries which are discussed in this paper, a rendering facility and a poultry processing plant, discharge their treated wastewater to sensitive water courses, and must impound their wastewater for seasonal discharge. Both plants have full primary and secondary treatment facilities, but neither plant has been able to achieve an effluent NH3 concentration suitable for discharge during the winter months. Both have problems with toxic levels of NH3 in their effluent and algal blooms in their ponds. This paper describes the successful implementation of lime stripping for NH3 removal at these facilities. NITROGEN REMOVAL There are three main NH3 removal processes currently in use in wastewater treatment, biological nitrification, breakpoint chlorination, and air stripping. BIOLOGICAL NITRIFICATION Nitrification is the biologically mediated oxidation of NH3 to nitrite, and of nitrite to nitrate. The process relies on the bacteria, nitrosomonas and nitrobacter to convert NH3 to nitrite, and nitrite to nitrate, as indicated below.1 Nitrosomonas NH4+ + 3/2 02 N02+ + 2H+ + H20 (1) Nitrobacter N02 + + 1/2 02 N03+ (2) Nitrification is achieved by maintaining the conditions in a biological reactor that would encourage the growth of these organisms. The process has some disadvantages: 46th Purdue Industrial Waste Conference Proceedings, 1992 Lewis Publishers, Inc., Chelsea, Michigan 48118. Printed in U.S.A. 511
Object Description
Purdue Identification Number | ETRIWC199153 |
Title | Lime treatment and ammonia volatilization for industrial wastewaters |
Author |
Kaszas, Robert Harries, Robert C. Shannon, Earl E. |
Date of Original | 1991 |
Conference Title | Proceedings of the 46th Industrial Waste Conference |
Conference Front Matter (copy and paste) | http://e-archives.lib.purdue.edu/u?/engext,42649 |
Extent of Original | p. 511-520 |
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 | 2009-11-24 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Resolution | 300 ppi |
Color Depth | 8 bit |
Description
Title | page 511 |
Collection Title | Engineering Technical Reports Collection, Purdue University |
Repository | Purdue University Libraries |
Rights Statement | Digital copyright Purdue University. All rights reserved. |
Language | eng |
Type (DCMI) | text |
Format | JP2 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Transcript | 53 LIME TREATMENT AND AMMONIA VOLATILIZATION FOR INDUSTRIAL WASTEWATERS Robert Kaszas, Project Engineer Robert C. Harries, Manager Earl E. Shannon, Manager CH2M HILL Engineering Ltd. Waterloo, Ontario, Canada INTRODUCTION Many industries that discharge to surface water courses are faced with stringent discharge criteria. One of the parameters that is frequently regulated is ammonia nitrogen (NH3). When wastewaters containing NH3 are discharged to surface waters, oxygen depletion of the receiving water can occur as the NH3 is oxidized to nitrate and nitrite. NH3 is also toxic to some aquatic species at relatively low concentrations and it is also a nutrient for aquatic plants such as algae. As such it contributes to the aesthetic degradation and low dissolved oxygen concentration of surface waters that are affected by nuisance algal blooms. Some industries that discharge to particularly sensitive surface waters are also prohibited from discharging their effluent during certain times of the year. These industries must therefore store their wastewater onsite and await the onset of the discharge period. Algal blooms in the storage ponds contribute to elevated biochemical oxygen demand (BOD5) and elevated total suspended solids (TSS) concentrations in the impounded wastewater. The two industries which are discussed in this paper, a rendering facility and a poultry processing plant, discharge their treated wastewater to sensitive water courses, and must impound their wastewater for seasonal discharge. Both plants have full primary and secondary treatment facilities, but neither plant has been able to achieve an effluent NH3 concentration suitable for discharge during the winter months. Both have problems with toxic levels of NH3 in their effluent and algal blooms in their ponds. This paper describes the successful implementation of lime stripping for NH3 removal at these facilities. NITROGEN REMOVAL There are three main NH3 removal processes currently in use in wastewater treatment, biological nitrification, breakpoint chlorination, and air stripping. BIOLOGICAL NITRIFICATION Nitrification is the biologically mediated oxidation of NH3 to nitrite, and of nitrite to nitrate. The process relies on the bacteria, nitrosomonas and nitrobacter to convert NH3 to nitrite, and nitrite to nitrate, as indicated below.1 Nitrosomonas NH4+ + 3/2 02 N02+ + 2H+ + H20 (1) Nitrobacter N02 + + 1/2 02 N03+ (2) Nitrification is achieved by maintaining the conditions in a biological reactor that would encourage the growth of these organisms. The process has some disadvantages: 46th Purdue Industrial Waste Conference Proceedings, 1992 Lewis Publishers, Inc., Chelsea, Michigan 48118. Printed in U.S.A. 511 |
Resolution | 300 ppi |
Color Depth | 8 bit |
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