Source: UTAH STATE UNIVERSITY submitted to NRP
INTEGRATED FACULTATIVE PONDS (IFP) FOR AGRICULTURAL WASTEWATER TREATMENT
Sponsoring Institution
State Agricultural Experiment Station
Project Status
COMPLETE
Funding Source
Reporting Frequency
Annual
Accession No.
0184227
Grant No.
(N/A)
Cumulative Award Amt.
(N/A)
Proposal No.
(N/A)
Multistate No.
(N/A)
Project Start Date
Jul 1, 1999
Project End Date
Jun 30, 2004
Grant Year
(N/A)
Program Code
[(N/A)]- (N/A)
Recipient Organization
UTAH STATE UNIVERSITY
(N/A)
LOGAN,UT 84322
Performing Department
AGRI SYSTEMS TECHNOLOGY EDU
Non Technical Summary
The central problem for this investigation is the lack of information that is needed to make informed decisions regarding integrated solutions to the manure treatment and management problems associated with animal feeding operations. The purpose of this project is to develop methods for animal feeding operation manure (wastewater and nutrients) management using integrated facultative ponds (IFP) in northern, arid climates.
Animal Health Component
85%
Research Effort Categories
Basic
15%
Applied
85%
Developmental
(N/A)
Classification

Knowledge Area (KA)Subject of Investigation (SOI)Field of Science (FOS)Percent
4035370106050%
4035370202050%
Goals / Objectives
The focus of this five-year study is to develop methods for animal feeding operation manure (wastewater and nutrients) management using integrated facultative ponds (IFP) in northern, arid climates. Information generated by this research will be used to address environmental and socioeconomic challenges of AFO owners, operators and managers.
Project Methods
An IFP system will be constructed in phases. Phase One shall consist of the construction of (1) an anaerobic pit for digestion of cattle waste and (2) a facultative lagoon -- a stratified digester with an aerobic surface and anaerobic bottom for first stage production of micro-algae and the production of single-cell protein. Phase Two shall consist of adding a biogas collection system over the anaerobic pit of the IFP. Phase Three shall consist of the construction of (3) a well-mixed aerobic lagoon for production of microalgae and other aquatic plants to be harvested as protein, and (4) an aerobic lagoon for culture of finfish. Water shall pass sequentially from unit 1 through unit 4 and be recycled back to the farming operation. Data collected from this system will be used to further validate and test models already developed, but not completely verified. The IFP is an expansion of technology developed from an existing facility designed to culture the marine microalgae Spirulina using anaerobically digested biomass from cattle feedlots. The demonstration unit shall be located where the livestock is confined in either slotted-floor pens or in hard-surface pens. Runoff from these pens shall be passed over a solids separator prior to being pumped to the IFP. A pump station shall be installed to pump the collected wastewater to the anaerobic pit. Water and waste pumped into the pond shall be measured by the pumping rate of the pump and the hours of operation. Also, at this point the influent will be sampled and tested to establish the baseline characteristics of the waste stream. This treatment pond, an IFP, will discharge to two aquaculture ponds in series. The first aquaculture pond will produce aquatic plants, initially duckweed, for extraction of nutrients. The second pond is used as a water source for production of fish. These two ponds will be covered with a greenhouse structure to maintain heat during the winter months and provide year-round production. The IFP will contain a plastic membrane, located over the deep anaerobic portion of the pond only, for collection of biogas. Methane gas collected from the IFP will be used to fire water heaters from which water will be pumped through a closed coil back into the anaerobic pit and returned to the heater for recycling. The remaining gas will be used to generate steam and fed into a turbine coupled to an electrical generator. Waste and nutrient movement from the IFP will be monitored in a series of water sample collection devices installed below the floor of the pit, main pond and adjacent to the pond. This highly integrated system will produce an effluent that is expected to be suitable for sustaining aquatic plants, especially duckweed. The duckweed will be harvested and fed to cattle to recycle nutrients. Brood fish will be stocked into the aquaculture pond and monitored for reproductive success.

Progress 07/01/99 to 06/30/04

Outputs
The results of this investigation indicate that an IFP system in northern, arid climates can be statistically stable and the operators could manage the quality of the system by sampling the data. The goal of the treatment system was to reduce the variability of the nutrient concentration in the manure. The flush water from the dairy was a highly variable product. The variability of nutrients concentration decreases as the product moves through the IFP. Control charts with control limits determined by sample averages and S.D., were developed. The tightening of the UCL and LCL on the control charts indicated increased process capability. This can be used to predict an expected range of process capability to reduce the pollution potential of manure. The water obtained at the end of the system can be flushed back to the field and not increase the soil nutrient concentrations. Additionally, these samples show a skewed distribution. The skewed distribution predicts the product to be pure. Performance of the product can be predicted by process capability. The distribution potentially fits within the specification but the overall average was slightly off center. As expected, for sump sample, the overall average is closer to the lower specification. For the anaerobic pit, the overall average was closer to the higher specification. For the facultative pond, the overall average was centered towards the lower specification limit. In the high rate pond, the overall average was centered towards the higher specification limit. The Capability indices help to reduce the variation relative to the specifications or requirements, achieving increasingly higher Cp and Cpk values. Capability indices help to change the focus from only meeting requirements to continuous improvement of the process using trends over time and prioritize the order in which the process can be improved.

Impacts
Based upon the results of this project, two ponds have been designed, constructed and are being used in the state. These IFP systems are reducing the nutrient concentrations by 80 to 95%. Both owners have changed the way they operate their manure handling systems from manure input through final disposition. As a result of controlling their operations, these owners are not violating their neighbors property rights. The systems have not had any unexpected or illegal discharges, thus avoiding infringing upon neighboring property, the waters of the state, and $25,000.00 per day in potential administrative fines. Additionally, neighbor odor complaints around these two operations have been reduced from 2-3 per month to near zero. Finally, due to nutrient reduction, the pond liquids can be applied to the farms land resources more uniformly and without exceeding the agronomic rate for the crops and soils.

Publications

  • Harrison, J.D. & Miller, B. (2004). Quality Management of the Integrated Facultative Pond System. [Electronic version]. Technical Library of the ASAE, Document No. 044024.
  • Harrison, J.D., Ambrin, G., & Miller, B. (2003). Use of Control Charts to Manage a Manure Treatment Process. [Electronic version]. Technical Library of the ASAE, Document No. 034159.
  • Harrison, J.D., Miller, T.J., & Sessions, B.R. (2002). Integrated Facultative Pond System for Agricultural Wastewater Treatment. [Electronic version]. Technical Library of the ASAE, Document No. 024160.


Progress 01/01/03 to 12/31/03

Outputs
Integrated Facultative Pond development was continued. The objectives are to create a system that would provide a treatment process that was cost effective, efficient and easily implemented in both small and large farms. In the process of designing this system, it was developed, verified and validated in order to ensure quality by the use of control charts followed by process capability measurements. The control chart depicts the performance of the IFP system. It helps in predicting the cost and environmental process. The control charts can depict the stability of the system. If the process is statistically stable then the variability of the process becomes predictable. The performance of the system in the future can be predicted if the process is in control. The results indicate that the system was statistically stable and the operators could manage the quality of the system by sampling the data. Stability depends on the statistical control. By reviewing all the control charts, it was observed that the process is in statistical control. All of the data points fall within the expected ranges of the upper and the lower control limits. The variations noted may be due to the manure collected, which could have varied due to the feed of the cattle. There is no special cause variation and therefore the IFP system is said to be under control. The goal of the treatment system was to reduce the variability of the total solids concentration in the manure. The flush water from the dairy was a highly variable product. The variability of total solids concentration decreases as the product moves through the treatment process. The IFP system reduces the total solids concentration to 68%. Since the control limit of the charts were determined by averages and their S.D, the tightening of the UCL and LCL indicated increased process capability. This can be used to predict an expected range of process capability to reduce the pollution potential of manure. The water obtained at the end of the system can be flushed back to the field and it can be used to grow spirulina algae, which forms the feed for the fish culture. These samples show a skewed distribution. The skewed distribution predicts the product to be pure. Performance of the product can be predicted by process capability. The distribution potentially fits within the specification but the overall average was slightly off center. For sump sample, the overall average is closer to the lower specification. For the anaerobic pit, the overall average was closer to the higher specification. For the facultative pond, the overall average was centered towards the lower specification limit. In the high rate pond, the overall average was centered towards the higher specification limit. The Capability indices help to reduce the variation relative to the specifications or requirements, achieving increasingly higher Cp and Cpk values. Capability indices help to change the focus from only meeting requirements to continuous improvement of the process using trends over time and prioritize the order in which the process can be improved.

Impacts
Based upon the results of this project, two ponds have been designed, constructed and are being used in the state. Inital samples indicate that these new ponds are preforming as predicted.

Publications

  • No publications reported this period


Progress 01/01/02 to 12/31/02

Outputs
The Integrated Facultative Pond has been determined to be a stable process (in statistical control) since September, 2001. Being a stable process, researchers have been able to predict the expected range of pollution potential, manure nutrient content, and gaseous emissions from the process. Additionally, researchers have be able to analyze patterns of process variation and determine whether these variations occur due to special causes (non-routine events) or from common causes (those built into the process). The data collected is being recorded in a database and indicates that the pollution potential, manure nutrient content, and gaseous emissions of the wastewater are being reduced significantly.

Impacts
The information collected from the system continues to assist owner/operator, private consultants and agency personnel in making informed decisions regarding integrated solutions to the manure treatment and management problems associated with animal feeding operations. Based on the findings of this study, two similar full scale ponds have been constructed in Utah. Both full scale ponds were designed by NRCS engineers and planners in consultation with USU AES researchers. Both ponds should be full operational in the spring/summer of 2003. Comparisons will be made between the current AES model system and the two full scale systems once the full scale process are determined to be stable

Publications

  • No publications reported this period


Progress 01/01/01 to 12/31/01

Outputs
The Integrated Facultative Pond reached equilibrium in September and data has started to be collected to evaluate the effectiveness of the system. The objectives are to demonstrate that IFP treatment of the wastewater will result in reduction of the pollution potential, manure nutrient content, and gaseous emissions/odors. The first phase was already constructed, but the anaerobic pit had to be resized because it was too small to allow 1000 days of solids retention. The total volume of the pit is now 200 gallons and is 9 ft under ground while extending 2 ft into the facultative pond. A mechanical aeration system was installed because of the low surface area to depth ration of the polyethylene tank. Phase two of the system, a biogas collection system, was constructed over the anaerobic pit. This will be used to assess biogas production and use as an energy source for on-site heating, drying, and to produce electricity. Phase three of the system has begun to be constructed and includes an overflow pond for the production of duckweed to be harvested as protein. A photosynthetic bio-reactor was also constructed as part of this phase and will be the growth chamber for spirulina algae to further process the wastewater. The algae is currently being cultured to a sufficient quantity to inoculate the bio-reactor. It will be cultured with water from the duckweed pond. The effluent, anaerobic pit, facultative pond, and duckweed pond are all being sampled and tested. The data collected is being recorded in a database and indicates that the pollution potential, manure nutrient content, and gaseous emissions of the wastewater are being reduced significantly.

Impacts
The information collected from the system continues to assist owner/operator, private consultants and agency personnel in making informed decisions regarding integrated solutions to the manure treatment and management problems associated with animal feeding operations.

Publications

  • No publications reported this period


Progress 01/01/00 to 12/31/00

Outputs
Integrated Facultative Pond (IFP) development was begun and continues. The objectives are to demonstrate that with IFP treatment there will be a reduction in manure nutrient content, groundwater pollution potential, and gaseous emissions/odors. This first phase has included the construction of an anaerobic pit for digestion of cattle waste and a facultative lagoon -- a stratified digester with an aerobic surface and anaerobic bottom for first stage production of micro-algae and the production of single-cell protein. Due to weather and construction constraints the original model was reduced in size and placed at the research greenhouses on the USU campus. The model consists of an anaerobic pit (0.381 m diameter by 2.438 m in depth). This pit extends 0.9 m into a facultative pond (2.438 m diameter by 1.22 m depth). Additionally, a heat exchanger has been installed in the bottom of the pit. Heating the pit to provide stable anaerobic treatment throughout the year. Wastewater is collected from a lift station at the dairy operated by Utah State University where the livestock is confined in either slotted-floor pens or in hard-surface pens. The wastewater is then transported to the greenhouse site where a pump has been installed to transfer collected wastewater to the anaerobic pit. Water and waste pumped into the pond is being measured by the pumping rate of the pump and the hours of operation. Also, at this point the influent is being sampled and tested to establish the baseline characteristics of the waste stream. Preliminary data indicates that manure nutrient content and gaseous emissions/odors are being reduced. At this early stage it has not been determined if these reductions are due to biological treatment or dilution in the pond.

Impacts
Information developing from this project continues to assist owner/operator, private consultants and agency personnel in making informed decisions regarding integrated solutions to the manure treatment and management problems associated with Animal Feeding Operations.

Publications

  • No publications reported this period