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  "notes": "Denitrification drainage bioreactors are emerging as an 
            
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innovative practice to address water quality concerns stemming from 
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innovative practice to address water quality concerns stemming from 
            
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nitrate leaching from drained agricultural lands. Although 
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nitrate leaching from drained agricultural lands. Although 
            
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installation of these systems has begun in farms in the Midwestern 
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installation of these systems has begun in farms in the Midwestern 
            
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United States, the understanding of their design and in-field 
88
United States, the understanding of their design and in-field 
            
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performance remains deficient. This study utilized a set of 
89
performance remains deficient. This study utilized a set of 
            
90
pilot-scale drainage bioreactors to evaluate the impact of bioreactor 
90
pilot-scale drainage bioreactors to evaluate the impact of bioreactor 
            
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geometry on reactor hydraulic properties and to determine nitrate 
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geometry on reactor hydraulic properties and to determine nitrate 
            
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removal under steady state conditions and during a simulated storm 
92
removal under steady state conditions and during a simulated storm 
            
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event. Bioreactors with different cross-sectional geometries but 
93
event. Bioreactors with different cross-sectional geometries but 
            
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similar depths and total volumes were evaluated. Percent reduction of 
94
similar depths and total volumes were evaluated. Percent reduction of 
            
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the influent nitrate mass was linearly correlated to the theoretical 
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the influent nitrate mass was linearly correlated to the theoretical 
            
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hydraulic retention time (HRT) with 30 to 70% NO3--N removals observed 
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hydraulic retention time (HRT) with 30 to 70% NO3--N removals observed 
            
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within the four to eight h of retention time suggested for field 
97
within the four to eight h of retention time suggested for field 
            
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installations. Tracer tests revealed that in-situ HRTs were 
98
installations. Tracer tests revealed that in-situ HRTs were 
            
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substantially greater (i.e. at least 1.5 times as large) than 
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substantially greater (i.e. at least 1.5 times as large) than 
            
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theoretical HRTs.",
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theoretical HRTs.",
            
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    "es": "Denitrification drainage bioreactors are emerging as an 
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    "es": "Denitrification drainage bioreactors are emerging as an 
            
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innovative practice to address water quality concerns stemming from 
            
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nitrate leaching from drained agricultural lands. Although 
104
nitrate leaching from drained agricultural lands. Although 
            
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installation of these systems has begun in farms in the Midwestern 
105
installation of these systems has begun in farms in the Midwestern 
            
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United States, the understanding of their design and in-field 
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United States, the understanding of their design and in-field 
            
107
performance remains deficient. This study utilized a set of 
107
performance remains deficient. This study utilized a set of 
            
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pilot-scale drainage bioreactors to evaluate the impact of bioreactor 
108
pilot-scale drainage bioreactors to evaluate the impact of bioreactor 
            
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geometry on reactor hydraulic properties and to determine nitrate 
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geometry on reactor hydraulic properties and to determine nitrate 
            
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removal under steady state conditions and during a simulated storm 
110
removal under steady state conditions and during a simulated storm 
            
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event. Bioreactors with different cross-sectional geometries but 
111
event. Bioreactors with different cross-sectional geometries but 
            
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similar depths and total volumes were evaluated. Percent reduction of 
112
similar depths and total volumes were evaluated. Percent reduction of 
            
113
the influent nitrate mass was linearly correlated to the theoretical 
113
the influent nitrate mass was linearly correlated to the theoretical 
            
114
hydraulic retention time (HRT) with 30 to 70% NO3--N removals observed 
114
hydraulic retention time (HRT) with 30 to 70% NO3--N removals observed 
            
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within the four to eight h of retention time suggested for field 
115
within the four to eight h of retention time suggested for field 
            
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installations. Tracer tests revealed that in-situ HRTs were 
116
installations. Tracer tests revealed that in-situ HRTs were 
            
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substantially greater (i.e. at least 1.5 times as large) than 
117
substantially greater (i.e. at least 1.5 times as large) than 
            
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theoretical HRTs."
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theoretical HRTs."
            
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