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Type of Document Master's Thesis Author Lyerly, Courtney Neil, Author's Email Address Courtly52@hotmail.com URN etd-01092005-001638 Title SWINE WASTEWATER TREATMENT IN AN INTEGRATED SYSTEM OF ANAEROBIG DIGESTION AND DUCKWEED NUTRIENT REMOVAL: PILOT STUDY Degree Master of Science Graduate Program Biological and Agricultural Engineering Advisory Committee
Advisor Name Title Jiayang Cheng Committee Chair Francis de los Reyes Committee Member Sarah Liehr Committee Member Keywords
- Nitrogen
- Nutrient removal
- Phosphorous
- Swine wastewater treatment
- Ammonium
- Anaerobic digester
- Duckweed
- Lemna gibba
- Spirodela punctata
- Lemna Minor
Date of Defense 2004-07-09 Availability unrestricted Abstract Organics destruction and nutrient uptake in an integrated pilot system ofanaerobic digestion and duckweed nutrient removal for swine wastewater treatment were
monitored under field conditions. Raw swine wastewater of 100 gallons/day was first
treated in a 1,000-gallon anaerobic digester with floating ballast rings. Organic
compounds in the wastewater were digested to produce biogas. Many nutrients including
nitrogen and phosphorus remain in the effluent of the anaerobic digester. Three
duckweeds (Lemna gibba 8678, Lemna minor 8627, and Spirodela, punctata 7776) were
grown in three 1,000- gallon tanks to recover nutrients from the anaerobic effluent. The
duckweed was periodically harvested and can be used as animal, poultry, and fish feed.
The Three species were compared for growth and nutrient removal characteristics. This
research provides an initial understanding of the attached-growth anaerobic digester and
the characteristics exhibited by duckweed in the treatment of swine wastewater under
conditions similar to those found in North Carolina. Both the anaerobic digester and the
duckweed tanks were run as completely mixed systems. The performance of the system
was monitored by measuring chemical oxygen demand (COD), total Kjeldahl nitrogen
(TKN), ammonia nitrogen, total phosphorus (TP), ortho-phosphate-phosphorus, and pH
in the influent and effluent of each treatment unit.
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