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Hydrogen Sulfide and Methyl Mercaptan Removals with Soil Columns DALE A. CARLSON, Associate Professor ROBERT C. GUMERMAN, Graduate Student Civil Engineering Department University of Washington Seattle, Washington INTRODUCTION Industrial operations are under ever increasing public pressure to eliminate waste discharges. Responsible industries themselves agree that this is necessary, but often lack a suitable method for treatment of their waste streams, both liquid and gaseous. In the past the atmosphere was considered a vast reservoir which would dilute acceptably all wastes delivered to it. Today we recognize the limited capacity of the atmosphere to receive these pollutants. Rapid growth of our population and economy is tending to make this limited capacity an even more critical factor than in the past, especially in developing regions which tend to have seasonal restrictions on atmospheric air movements. In such cases removal of noxious or odorous emissions to the atmosphere becomes an important aspect of waste treatment. Many methods have been considered and applied, successfully and unsuccessfully, in odor elimination schemes. Adsorption offers promise, but requires periodic surface reactivation. Wet and dry scrubbing operations require large amounts of equipment and material, yet must be tailor made for the operation considered. Burning of odor requires a furnace of proper design, but often involves destroying one odor with consequent production of another. Masking and neutralization require careful selection and proportioning of chemicals. Chemical reactions are useful, but require purchase of chemicals, unless by chance they are present in the industrial waste stream. All of these deodorization schemes (1) face some drawback, either technically or economically. Recently, the soil filtration principle has been introduced and successfully applied to odors emanating from sewage. This principle was patented by Pomeroy in 1957(2). Pomeroy suggested passing sewage odors through two to four ft of soil, allowing soil microorganisms to biologically degrade the various malodors present. Figure 1 illustrates Pomeroy's idea. A successful application of the principle was used on Mercer Island, Washington, in 1961. Here, "soil filters were employed experimentally to deodorize gases emanating from anaerobic sewage in sewage lift stations. The initial installations proved so successful that all 13 lift stations on the island now utilize the "soil filter" principle. The sewer trench installations on Mercer Island are similar to Figure 1. Design specifications for an installation of this type are based on the amount of sewage flow through the lift station, as shown by the data (3) in Table I. 172
Object Description
Purdue Identification Number | ETRIWC196618 |
Title | Hydrogen sulfide and methyl mercaptan removals with soil columns |
Author |
Carlson, Dale A. Gumerman, Robert C. |
Date of Original | 1966 |
Conference Title | Proceedings of the 21st Industrial Waste Conference |
Conference Front Matter (copy and paste) | http://earchives.lib.purdue.edu/u?/engext,12965 |
Extent of Original | p. 172-191 |
Series |
Engineering extension series no. 121 Engineering bulletin v. 50, no. 2 |
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 | 2009-05-20 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Resolution | 300 ppi |
Color Depth | 8 bit |
Description
Title | page 172 |
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 | Hydrogen Sulfide and Methyl Mercaptan Removals with Soil Columns DALE A. CARLSON, Associate Professor ROBERT C. GUMERMAN, Graduate Student Civil Engineering Department University of Washington Seattle, Washington INTRODUCTION Industrial operations are under ever increasing public pressure to eliminate waste discharges. Responsible industries themselves agree that this is necessary, but often lack a suitable method for treatment of their waste streams, both liquid and gaseous. In the past the atmosphere was considered a vast reservoir which would dilute acceptably all wastes delivered to it. Today we recognize the limited capacity of the atmosphere to receive these pollutants. Rapid growth of our population and economy is tending to make this limited capacity an even more critical factor than in the past, especially in developing regions which tend to have seasonal restrictions on atmospheric air movements. In such cases removal of noxious or odorous emissions to the atmosphere becomes an important aspect of waste treatment. Many methods have been considered and applied, successfully and unsuccessfully, in odor elimination schemes. Adsorption offers promise, but requires periodic surface reactivation. Wet and dry scrubbing operations require large amounts of equipment and material, yet must be tailor made for the operation considered. Burning of odor requires a furnace of proper design, but often involves destroying one odor with consequent production of another. Masking and neutralization require careful selection and proportioning of chemicals. Chemical reactions are useful, but require purchase of chemicals, unless by chance they are present in the industrial waste stream. All of these deodorization schemes (1) face some drawback, either technically or economically. Recently, the soil filtration principle has been introduced and successfully applied to odors emanating from sewage. This principle was patented by Pomeroy in 1957(2). Pomeroy suggested passing sewage odors through two to four ft of soil, allowing soil microorganisms to biologically degrade the various malodors present. Figure 1 illustrates Pomeroy's idea. A successful application of the principle was used on Mercer Island, Washington, in 1961. Here, "soil filters were employed experimentally to deodorize gases emanating from anaerobic sewage in sewage lift stations. The initial installations proved so successful that all 13 lift stations on the island now utilize the "soil filter" principle. The sewer trench installations on Mercer Island are similar to Figure 1. Design specifications for an installation of this type are based on the amount of sewage flow through the lift station, as shown by the data (3) in Table I. 172 |
Resolution | 300 ppi |
Color Depth | 8 bit |
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