Constructed farm wetlands (CFWs) designed for remediation of farmyard runoff: an evaluation of their water treatment efficiency, ecological value, costs and benefits
dc.contributor.advisor
Heal, Kate
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dc.contributor.advisor
Russell, Graham
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dc.contributor.advisor
Vinten, Andy
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dc.contributor.author
Gouriveau, Fabrice
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dc.date.accessioned
2010-10-04T09:35:14Z
dc.date.available
2010-10-04T09:35:14Z
dc.date.issued
2009
dc.description.abstract
Farmyard runoff, i.e. the effluent generated by the rain falling over farmyards, tracks
and roofs, is a significant and overlooked source of nutrients and pathogens which
degrades aquatic ecosystems through eutrophication, siltation and wildlife poisoning,
raises public health concerns, and incurs considerable costs for society. Among other
Best Management Practices implemented to address agricultural water pollution and
help achieve compliance with the Water Framework Directive, Constructed Farm
Wetlands (CFWs), i.e. shallow surface flow wetlands comprising several vegetated
cells in series, are being recommended for remediation of farmyard runoff, due to
their capacity to remove or store pollutants. Investigation is therefore needed of their
long-term water treatment efficiency and ecological value to optimize their design
and cost-effectiveness and minimize their negative externalities.
The main aims of this study were to: 1) evaluate the treatment performance of CFWs
and the link between design, hydrology and efficiency; 2) assess their ecological
value and the influence of water quality and design on wetland ecology; 3) identify
their costs, benefits and the way they are perceived by farmers; and 4) inform
guidelines for the design, construction and aftercare of sustainable CFWs.
Research focused on two CFWs in south-east Scotland, one at a dairy farm and one
at a mixed beef-arable farm, which receive runoff from yards and roofs, field
drainage and septic tank overflow. From February 2006 to June 2008, rainfall,
evaporation, water levels and flow at the CFWs were monitored, and their treatment
efficiency was assessed from water samples collected manually regularly or with
automatic samplers during storm events, and analysed using standard methods. In
addition, their ecological value was assessed twice a year from vegetation and
aquatic macroinvertebrate surveys. Finally, semi-structured interviews with eight
farmers and a farm advisor and discussions with three CFW designers in Scotland
and Ireland allowed collection of technical and economic data on farm practices,
CFW construction and maintenance, and helped assess CFW cost-effectiveness and
acceptance by farmers.
Both CFWs reduced pollutant concentrations between inlet and outlet, with
efficiencies at CFW1 and CFW2 respectively of 87% and < 0% for five-day
biochemical oxygen demand, 86% and 83% for suspended solids, 68% and 26% for
nitrate/nitrite, 42% and 34% for ammonium, and 12% and 31% for reactive
phosphorus. Nevertheless, the concentration of all pollutants at the outlet of CFW1,
and concentration of nitrate/nitrite at the outlet of CFW2 frequently exceeded river
water quality standards. Water treatment efficiency varied seasonally, being
significantly lower in winter, mainly due to lower temperatures, increased volume of
inputs and reduced residence time.
The ecological value of the two CFWs differed greatly. At CFW1 and CFW2
respectively, 14 and 22 wetland plant species and 24 and 46 aquatic
macroinvertebrate species (belonging to 13 and 27 BMWP scoring families
respectively) were recorded, illustrating the greater biodiversity conservation value
of CFW2, which was one year older, larger, cleaner, comprised several ponds with a
combination of open water and densely vegetated areas, and was subsequently more
structurally diverse.
The socio-economic study revealed that, despite significant costs associated with
their construction (£20 000-£50 000 ha-1) and maintenance (£900-£1500 ha-1 yr-1),
CFWs may still represent a more cost-effective alternative than conventional
methods. However, their adoption, implementation and sustainable use by farmers
were conditioned by land availability and suitability, existing farm infrastructure,
detailed information on limitations and maintenance requirements, and adequate
financial support for both construction and aftercare.
To ensure a long-term, consistent and efficient water treatment, and to enhance
biodiversity and landscape, well-maintained, large, vegetated, multi-cell CFWs with
shallow overflows are recommended. Their size should be adapted to local
precipitation patterns and catchment characteristics.
Keywords: agriculture, best management practice (BMP), biodiversity, constructed
farm wetland (CFW), costs, farmyard runoff, water pollution, water treatment.
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dc.identifier.uri
http://hdl.handle.net/1842/3806
dc.language.iso
en
dc.publisher
The University of Edinburgh
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dc.relation.haspart
The University of Edinburgh. College of Science and Engineering
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dc.subject
water pollution
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dc.subject
biodiversity
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dc.subject
best management practice
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dc.subject
constructed farm wetland
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dc.subject
farmyard runoff
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dc.subject
agriculture
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dc.subject
water treatment
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dc.subject
cost
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dc.subject
water pollution
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dc.subject
biodiversity
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dc.subject
best management practice
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dc.subject
constructed farm wetland
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dc.subject
farmyard runoff
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dc.subject
agriculture
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dc.subject
water treatment
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dc.subject
cost
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dc.subject
Global Change Research Institute
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dc.title
Constructed farm wetlands (CFWs) designed for remediation of farmyard runoff: an evaluation of their water treatment efficiency, ecological value, costs and benefits
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dc.type
Thesis or Dissertation
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dc.type.qualificationlevel
Doctoral
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dc.type.qualificationname
PhD Doctor of Philosophy
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