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A Practical Approach for Estimating Influent-Effluent Mass Flow Differences in Dairy Manure-Based Anaerobic Co-Digestion Systems
Published by the American Society of Agricultural and Biological Engineers, St. Joseph, Michigan www.asabe.org
Citation: Applied Engineering in Agriculture. 38(1): 165-176. (doi: 10.13031/aea.14180) @2022
Authors: Rodrigo A. Labatut, James W. Morris, Curt A. Gooch
Keywords: Anaerobic, Biogas, Co-digestion, Dairy manure, Digestion, Food waste, Volume-mass flow conversion.
Highlights Three rigorous, methods for estimating influent-effluent mass flow differences due to biogas generation in manure-based anaerobic co-digestion systems are presented. The methods developed reveal that influent-effluent mass flow differences are driven by waste biochemical conversion - biogas water vapor content is insignificant. A simple, input-based method produced comparable results to two, more complex, output-based methods, when tested using 12 months of data collected from three dairy-based anaerobic co-digestion systems.
Abstract. During co-digestion of dairy manure and off-farm organic waste in farm anaerobic co-digestion (AcoD) systems, the process‘s conversion of biodegradable organics to biogas reduces the volumetric mass (or mass-volume) of the effluent discharged compared to the mass-volume fed. In this study, we present three methods for estimating the mass-flow difference between influent and effluent due to conversion to biogas based on widely accepted, rigorously applied, biological and engineering principles. Monthly operating data from three full-scale AcoD systems, operated under different conditions for a full year were used to compare results using the three calculation methods. Results revealed that the predictions of influent mass flow loss obtained using a simplified input-based method primarily based on influent volumetric flow rates and biodegradability data were in good agreement with those obtained using more accurate, real-time data, namely methane concentration and biogas production. For AcoD systems adding off-site wastes at around 30% or less of the total influent volatile solids (VS), the estimated reduction in effluent flow was in the range of 3% or less. In one case, for VS additions up to approximately 60% of the AcoD system‘s influent load, the reduction was 12%. Accepted fundamental water vapor relationships were also applied to biogas generation. Biogas water vapor loses were estimated to comprise approximately 0.2% of the total biogas mass-volume typically produced. Since in most anaerobic digestion systems, biogas condensate water is returned to the influent, this insignificant amount may be ignored.
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