“Dirty water”, a wastewater produced on dairy farms, is typically disposed of by application to land with no prior treatment. Pollution can occur if the dirty water reaches a watercourse following an inadequate period of retention in the soil. This paper describes experiments using a novel, soil-based batch recirculation system for pre-treating dirty water prior to land application. Three polythene-lined, vegetated soil-based treatment planes (23 m long, 1 m wide, 0.25 m deep) were constructed. Each treatment plane was supplied with approximately 1 m3 of dirty water which was recirculated until a clear treatment pattern had emerged. Five batches were treated over a six-month period. The soil-based treatment system could typically be expected to achieve a 90% removal of key pollutants in approximately two weeks for BOD5 and NH4-N, and three weeks for MRP and total solids. An exponential trendline gave a good fit to the treatment curves for BOD5, NH4-N and MRP after the first day or two of batch treatment. The data for total solids removal were more variable. Treatment rates were sustained throughout the five runs for BOD5 and NH4-N, indicating no apparent effect of seasonal weather on the treatment process. The apparent progressive slowing of the MRP removal rate throughout the treatment of the five batches may have implications for the sustainable use of this technology for phosphorus control.
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Research Article|
May 01 2005
Treatment of dirty water from dairy farms using a soil-based batch recirculation system Available to Purchase
S.F. Tyrrel;
*Institute of Water and Environment, Cranfield University, Silsoe, Bedfordshire, MK45 4DT, UK (E-mail: [email protected])
E-mail: [email protected]
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P.B. Leeds-Harrison
P.B. Leeds-Harrison
**National Soil Resources Institute, Cranfield University, Silsoe, Bedfordshire, MK45 4DT, UK (E-mail: [email protected])
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Water Sci Technol (2005) 51 (9): 73–79.
Citation
S.F. Tyrrel, P.B. Leeds-Harrison; Treatment of dirty water from dairy farms using a soil-based batch recirculation system. Water Sci Technol 1 May 2005; 51 (9): 73–79. doi: https://doi.org/10.2166/wst.2005.0291
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