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Evaluation of GHG Emissions from Septic Systems
Evaluation of GHG Emissions from Septic Systems
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A01=Alfieri Pollice
A01=George Tchobanoglous
A01=Giampaolo Zuccheri
A01=Giuseppe Mascolo
A01=Gregory M. Adams
A01=Harold Leverenz
A01=Jeannie L. Darby
A01=Nikolaos Asproulis
Author_Alfieri Pollice
Author_George Tchobanoglous
Author_Giampaolo Zuccheri
Author_Giuseppe Mascolo
Author_Gregory M. Adams
Author_Harold Leverenz
Author_Jeannie L. Darby
Author_Nikolaos Asproulis
Category=PDG
eq_bestseller
eq_isMigrated=1
eq_nobargain
eq_non-fiction
eq_science
evaluation
greenhouse gas emissions
septic systems
Product details
- ISBN 9781843396161
- Dimensions: 156 x 234mm
- Publication Date: 15 Dec 2011
- Publisher: IWA Publishing
- Publication City/Country: GB
- Product Form: Paperback
The emission rates of greenhouse gases (GHGs) from individual onsite septic systems used for the management of domestic wastewater were determined in this study. A static flux chamber method was used to determine the emission rates of methane, carbon dioxide, and nitrous oxide gases from eight septic tanks and two soil dispersal systems. A technique developed for the measurement of gas flow and concentration at clean-out ports was used to determine the mass flow of gases moving through the household drainage and vent system.
There was general agreement in the methane emission rates for the flux chamber and vent system methods. Several sources of variability in the emission rates were also identified. The septic tank was the primary source of methane, whereas the soil dispersal system was the principal source of carbon dioxide and nitrous oxide emissions. Methane concentrations from the soil dispersal system were found to be near ambient concentrations, similarly negligible amounts of nitrous oxide were found in the septic tank. All emissions originating in the soil dispersal system were discharged through the building vent as a result of natural, wind-induced flow. The gaseous emission rate data were determined to be geometrically distributed. The geometric mean and standard deviation (sg) of the total atmospheric emission rates for methane, carbon dioxide, and nitrous oxide based on samples from the vent system were estimated to be 10.7 (sg = 1.65), 335 (sg = 2.13), and 0.20 (sg = 3.62) g/capita•d, respectively. The corresponding total anthropogenic CO2 equivalence (CO2e) of the GHG emissions to the atmosphere, is about 0.1 tonne CO2e/capita•yr.
There was general agreement in the methane emission rates for the flux chamber and vent system methods. Several sources of variability in the emission rates were also identified. The septic tank was the primary source of methane, whereas the soil dispersal system was the principal source of carbon dioxide and nitrous oxide emissions. Methane concentrations from the soil dispersal system were found to be near ambient concentrations, similarly negligible amounts of nitrous oxide were found in the septic tank. All emissions originating in the soil dispersal system were discharged through the building vent as a result of natural, wind-induced flow. The gaseous emission rate data were determined to be geometrically distributed. The geometric mean and standard deviation (sg) of the total atmospheric emission rates for methane, carbon dioxide, and nitrous oxide based on samples from the vent system were estimated to be 10.7 (sg = 1.65), 335 (sg = 2.13), and 0.20 (sg = 3.62) g/capita•d, respectively. The corresponding total anthropogenic CO2 equivalence (CO2e) of the GHG emissions to the atmosphere, is about 0.1 tonne CO2e/capita•yr.
Evaluation of GHG Emissions from Septic Systems
€124.99
