• No results found

The  following  methods  were  used  to  determine  the  minimum,  mean,  and  maximum  reduction  in  nitrate   concentrations  and  the  impacts  on  corn  yield  for  each  practice.  These  values  were  calculated  using  the   same  approach  for  most  practices.  However,  for  some  practices  the  method  was  different,  with  those   differences  explained  below.  Nitrate-­‐N  concentrations  were  used  rather  than  loads  because  tile,  

subsurface,  and  overland  flow  can  vary  across  the  state,  which  would  have  an  impact  on  calculated  load   reductions.  See  “Appendix  A  –  Literature  Reviewed”  for  more  details  on  specific  research  studies  used  for   each  practice.

 

Although  only  nitrate-­‐N  reductions  are  used  here,  some  of  the  practices  may  have  other  benefits  such  as   phosphorus  and  sediment  reduction  (cover  crops),  or  aesthetic  and  wildlife  benefits  (wetlands  and  buffers).   Any  additional  benefits  were  not  included  in  the  economic  analysis.  

Nitrate-­‐N  Reduction  Minimum  and  Maximum  

Minimum  and  maximum  values  for  the  timing,  source,  nitrification  inhibitor,  energy  crop,  land  retirement   (CRP),  cover  crop,  living  mulch,  extended  rotation,  bioreactors,  and  buffer  practices  were  calculated  based   on  individual  site-­‐years  from  each  research  study.  For  example,  if  there  were  10  years  of  data  for  a  

potential  reduction  practice  and  the  highest  resulting  nitrate-­‐N  concentration  for  one  of  the  years  was  5%   higher  than  the  corresponding  controlled  comparison  (control)  practice,  the  nitrate-­‐N  removal  of  that   practice  in  that  year  would  be  -­‐5%  (or  a  5%  nitrate-­‐N  concentration  increase).  If  the  lowest  concentration   for  one  of  the  years  was  a  nitrate-­‐N  concentration  of  25%  lower  than  the  corresponding  comparison   practice,  the  nitrate-­‐N  removal  of  the  potential  reduction  practice  would  be  25%  (or  25%  decrease  in   nitrate-­‐N  concentration).  The  standard  deviations  for  each  practice  were  also  determined  based  on  the   site-­‐year  data.  

Nitrate-­‐N  Reduction  Mean  

The  mean  nitrate-­‐N  concentration  reduction  values  were  based  on  a  corn-­‐soybean  rotation  rather  than   individual  crop  years.  In  other  words,  the  rotation  concentrations  resulting  from  the  reduction  practice   were  averaged,  the  result  of  which  was  divided  by  the  average  concentrations  of  the  control  practice  and   subtracted  from  1.  For  example,  assume  there  are  4  years  of  data  for  nitrogen  application  rate  reduction  in   a  corn-­‐soybean  rotation  having  a  rotation  average  tile  nitrate-­‐N  concentration  of  2  for  the  first  round  of   corn-­‐soybean  and  4  for  the  second  round  of  corn-­‐soybean.  The  comparison  has  4  years  of  data  at  the   “normal”  nitrogen  application  rate  with  a  nitrate-­‐N  concentration  of  6  for  the  first  round  and  8  for  the   second  round.  The  resulting  mean  tile  flow  nitrate-­‐N  reduction  of  the  rotation  due  to  reducing  nitrogen   application  rate  would  be  computed  as  in  Equation  1.

Equation  1  

 

Yield  Calculations  

Corn  yields  for  the  practices  are  calculated  the  same  way  for  minimum  and  maximum  values,  however,  the   comparison  is  change  in  yield.  Here  a  negative  change  is  reduced  yield,  and  a  positive  change  is  increased   yield.  Mean  yield  change  for  a  potential  reduction  practice  from  the  comparison  practice  is  calculated  by   averaging  all  observed  yields  in  the  potential  reduction  practice,  subtracting  average  observed  yield  of  the   comparison  practice,  then  dividing  by  the  average  observed  yield  of  the  comparison  practice.  

Calculations  Differing  from  Those  Outlined  Above  

Reductions  for  other  potential  reduction  practices  required  different  approaches.  

Nitrogen  Application  Rate  

The  nitrate-­‐N  concentration  in  tile  flow  water  at  a  given  fertilizer  application  rate  was  determined  with  an   equation  developed  by  Lawlor  et  al.  (2008).    Tile  flow  nitrate  results  from  Lawlor  et  al.  (2008)  have  been   compared  to  other  data  from  studies  in  Iowa  and  south-­‐central  Minnesota,  and  the  data  are  in-­‐line  with  the   information  from  Lawlor  et  al.  (2008)  (Figure  1)  

This  data  set  was  not  adjusted  for  differences  in  rainfall,  and,  as  mentioned  earlier,  long  term  increases  or   decreases  in  precipitation  may  influence  this  trend.  

Figure  1.  Nitrogen  application  rate  effect  from  various  studies  on  tile  drainage  nitrate-­‐N  concentration  for   a  corn-­‐soybean  rotation  compared  to  the  tile-­‐flow  response  curve  developed  by  Lawlor  et  al.  (2008).    

 

Pastures  

There  was  little  pertinent  data  about  nitrate-­‐N  concentrations  coming  from  pastures  in  Iowa.  The   assumption  was  made  that  nitrate-­‐N  concentrations  in  water  leaving  the  root  zone  are  the  same  as  for   perennial  energy  crops.  

Drainage  Water  Management  

Drainage  water  management  (controlled  drainage)  and  shallow  drainage  have  little,  if  any,  impact  on   nitrate-­‐N  concentration.  They  do,  however,  reduce  the  amount  of  water  leaving  the  system  thus  reducing   the  total  nitrate-­‐N  load.  In  addition,  there  was  little  evidence  that  corn  yield  was  significantly  impacted  by   the  practice.  Minimum,  maximum,  and  average  load  reductions  are  used  instead  of  nitrate-­‐N  

concentrations.  The  values  used  are  site  averages,  and  do  not  include  analysis  across  site-­‐years.  

Wetlands  

Wetlands  are  dynamic  systems  and  nitrate-­‐N  concentration  reduction  is  dependent  on  design.  A  nitrate-­‐N   removal  of  52%  was  assigned  to  this  practice  based  on  an  annual  project  report  by  Helmers  et  al.  (2008a)   where  the  average  wetland  is  0.785%  of  the  contributing  watershed.  Ultimately,  practice  performance  will   depend  on  the  size  of  the  wetland.  

Bioreactors  

Bioreactors  also  are  heavily  dependent  on  design,  and  could  be  sized  to  remove  up  to  50%  or  more  of  the   nitrate  load  from  a  tile  line.  However,  preliminary  research  in  Iowa  shows  an  average  nitrate  reduction  of   43%  from  one  study  using  the  mean  calculation  procedure  outlined  above.  These  practices  should  have  no   impact  on  yield,  as  they  are  not  installed  in  areas  that  would  typically  be  farmed.