S-1000 Regional Project
Animal Manure and Waste Utilization, Treatment and Nuisance Avoidance for a Sustainable Agriculture
2003 Station Reports


1.    Scientist Reporting - Name:    David T. Hill

Location:    Department of BioSystems Engineering
Alabama Agricultural Experiment Station
Auburn University, AL 36849-5417

2.    Progress to Date:

    Objective 2, Task 2 (Long term Constructed Wetlands Treatment): A two cell constructed wetlands treated poultry lagoon effluent continuously for 10 years at the Alabama Agricultural Experiment Station’s Poultry Research Unit. This system consisted of three - two cell replications operated in parallel so that a number of treatment options could be evaluated at the same time over the years. Last year’s report stated that approximately 30,000 bits of data were involved in this 10 year project. Actually, more that 37,000 data points have been tabulated. This past year, progress was made in converting about 5000 of the data points from raw hand recorded data into the final data for BOD, COD, NH3, alkalinity and PO4. Because no additional outside money is available and graduate student programs are not authorized for the department, this progress has been slow. It is anticipated that this data analysis and reporting will last at least two more years. This effort is not at the stage that warrants preliminary reporting at present.

    Objective 2, Task 3 (Sludge Removal from Lagoons): The objective of this project was the development of a pumping and filtration system used for the removal of the lower sludge layer of a swine lagoon without disturbing the supernatant. The material that was removed from the lagoon was analyzed for the same parameters as in the sampling and analysis procedure reported in previous years.  There were samples taken from three locations; the inflow tank of the filter; the outflow from the diverter to the sludge pile on the ground; and the return flow to the lagoon. The average values from this analysis are presented below in Table 1.

Table 1. Analysis of Pumped Material
                           
ID                          TS    VS        FS    COD                TP            OP            K            TKN        NH3        ON
                             (%)    (%)      (%)    (mg/L - O2)    (mg/L - PO4)    (mg/L - PO4)    (mg/L)    (mg/L - N)    (mg/L - N)    (mg/L - N)
Inflow/Tank         5.62    2.80    2.82    39291            3275.        2682         600.        3867.        1016        2851.
Screen               16.39    9.23    7.16    40439            3198.        1649         290.        3152.        847.        2304.
Lagoon Return     0.03    0.02    0.01    3857.            294.3        1763          407.        1138.        361.        777.2

At first it may appear that the values can not be possible due to the fact the results from the Screen and Lagoon Return should be additive to equal the Inflow/Tank, as this appears to be a material balance.  However, there is a mixing effect that is introduced within the tank, therefore there is no way that a material balance can be applied to this system.


3.    Usefulness of Findings:

    The analysis of the wetlands data for evaluation of the movement of nutrients in the soil and accumulation of nitrogen and phosphorus around and below the wetland cells provides the only such analysis over a ten year period in the U.S. using poultry waste. This data also includes the actual treatment parameters used to determine the efficiency of the wetlands system in pollution control and abatement over a ten year period. The lagoon renovation project results provide data that indicate that effective solids separation can be achieved simultaneously during the sludge removal procedure. A majority of the solids, COD, TP and TKN are retained on the screen while marginal separation results were obtained for K and OP. This has the effect of concentrating the nutrients in a smaller volume of material before final disposal.
 
4.    Work Planned for 2004:

    Work will proceed during 2004 on the analysis of the wetlands data for evaluation of the movement of nutrients in the soil and accumulation of nitrogen and phosphorus around and below the wetland cells. This data also includes the actual treatment parameters used to determine the efficiency of the wetlands system in pollution control and abatement. This will be a continuing effort and will not be completed for at least two more years. Final conclusions and recommendations for the deep sludge pumping renovation systems of aged lagoons will be made.

5.    1600 Character Summary:

    A two cell constructed wetlands treated poultry lagoon effluent continuously for 10 years at the Alabama Agricultural Experiment Station’s Poultry Research Unit. This past year, progress was made in converting about 5000 of the data points from raw hand recorded data into the final data for BOD, COD, NH3, alkalinity and PO4. It is anticipated that this data analysis and reporting will last at least two more years. This effort is not at the stage that warrants preliminary reporting at present. The objective of the second project (lagoon renovation) was the development of a pumping and filtration system used for the removal of the lower sludge layer of a swine lagoon without disturbing the supernatant. The material that was removed from the lagoon was analyzed for the same parameters as in the sampling and analysis procedure reported in previous years. There were samples taken from three locations; 1) the inflow tank of the filter; 2) the outflow from the diverter to the sludge pile on the ground; and 3) the return flow to the lagoon. Results from this study indicate that effective solids separation can be achieved. A majority of the solids, COD, TP and TKN are retained on the screen while marginal separation results were obtained for K and OP.

6.    Publications Issued:

Hill, D. T., T. W. Tyson and D. A. Mays. 2003. Animal Waste Lagoon Renovation and Solid Waste Management. Final Completion Report. Alabama Agricultural Experiment Station. BioSystems Engineering Department. Auburn University, AL 36849-5417.


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