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Nitrogen
Reductions Due to Water Control Structures as Best Management
Practices
By Jennifer
Jennings
Delaware’s
poorly drained lands have been outfitted with an intensive and
extensive artificial drainage system. More than 200 individual
tax ditch organizations exist statewide, managing roughly 2,000
miles of channels. These ditch systems are often necessary
in coastal plain regions in order to create agricultural land
suitable for cultivation on the very flat topography. Ditching
drains excess water during wet periods, such as when the farmer
must prepare seedbeds in the spring and harvest in the fall.
Since both of these processes require large farm equipment
to traverse cropland, it is undesirable to have overly moist soils.
During dry periods, however, ditches do not allow for water
conservation, and over drainage often occurs. In addition to increasing
total water discharge, these additional conduits often increase
pollutant loads to receiving waters since croplands are typically
nutrient rich environments. In coastal plain settings, ditch
systems often drain to estuaries, as is the case in Delaware,
which are valued as both ecological and economic resources. Thus,
reducing non-point source pollution is necessary in order to preserve
these ecosystems.
Water
table control through the use of water control structures is
an agricultural management practice used in several coastal plain
states for water conservation. These structures simply
consist of a flashboard riser at the ditch outlet. Flashboards
can be lowered or removed during wet periods to allow excess
water to drain quickly. Alternatively, flashboards can
be added to the riser to slow field drainage during drier periods,
which causes the water level in the ditches and under surrounding
lands to rise so that the water is available to the crop and
not flushed away unused. Several studies in the North Carolina
coastal plain have found that controlled drainage of this type
can decrease water outflow between 20% and 40% depending on climatic
conditions, soils, and management intensity (Evans
et al., 1989; Evans et al., 1996; and Osmond et al., 2002).
Water
control structures are also efficient best management practices
(BMPs) for water quality, when properly designed and managed. Nitrogen
loads from agricultural fields with water control structures
have been found to be 45% less than from fields without this
practice, on average (Evans et al., 1989; Evans
et al., 1996; and Osmond et al., 2002). The loading
reduction occurs as the result of two processes. Loads
are the product of water discharge and nutrient concentration,
often expressed in units of pounds/acre/year. Water control
structures, as mentioned above, reduce the total volume of water
flow. In addition, the nitrogen concentrations in the drainage
waters are often reduced. Since water control structures
provide crops with soil water during the dry growing season,
more nitrogen can be taken up by crops. During the non-growing
season, water control structures still provide opportunities
for nitrogen reduction because denitrification can occur in the
surface soils. Thus, for maximum nitrogen removal, water
control structures must be used and managed year-round and not
solely used to remove excess water during critical agriculture
operation periods.
Phosphorus load reductions of 35% have also been attributed to
water control structures in North Carolinian studies (Evans
et al., 1989; Evans et al., 1996; and Osmond et al., 2002).
In Delaware,
Total Maximum Daily Loads (TMDLs) are being promulgated for impaired
water bodies. In order to achieve the necessary nonpoint
source nutrient reductions, the continued use of BMPs on agricultural
lands is being promoted. In order to estimate nutrient
reductions due to the BMPs currently in place and the potential
reduction from future additional BMPs, a nitrogen reduction efficiency
of 33% has been assigned to water control structures. This
is less than the efficiency reported in the North Carolinian
studies. Best professional judgment suggested that since
similar studies have not been performed in Delaware watersheds,
a conservative estimate should be used until such data was available
to confirm the higher efficiency.
Additionally,
Delaware managers have chosen not to assign a phosphorus reduction
efficiency to water control structures. The primary reason
for this decision is that this practice is most widely used in
Sussex County where approximately one third of the soils are
high or excessively high in phosphorus. The effects of
this soil characteristic may alter the extent to which water
control structures can reduce the phosphorus concentration of
drainage waters, and until better information becomes available,
a phosphorus reduction efficiency will not be used.
REFERENCES
Evans, R.O., J.W. Gilliam, R.W. Skaggs. 1989. Effects
of Agricultural Water Table Management on Drainage Water
Quality. The Water Resources
Research Institute, Report No. 237.
Evans, R.O., J.W. Gilliam, R.W. Skaggs. 1996. Controlled
Drainage Management Guidelines for Improving Drainage Water
Quality. North
Carolina Cooperative Extension Service, Publication Number: AG
443.
Osmond, D.L., J.W. Gilliam, and R.O. Evans. 2002. Riparian
Buffers and controlled Drainage to Reduce Agricultural Nonpoint
Source Pollution. North Carolina Agricultural Research Service Technical
Bulletin 318, North Carolina State University, Raleigh, NC.
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