APPENDIX C: RESULTS OF SIMULATION 2.

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Initial simulation number 2

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SUMMARY INPUT

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21 CM Wastewater, 4 mg/L NO3-N, applied daily for 4 days,  *

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output listed for 4 days.

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INPUT

DATA

INITIAL DT, HR =

.01000

INITIAL DZ , CM=

1.00000

TOTAL LENGTH OF SOIL PROFILE, CM = 150.00000

SOIL DEPTH TO THE FIRST SOIL LAYER, CM =  15.00000

SOIL DEPTH TO THE SECOND SOIL LAYER, CM =  45.00000

SOIL WATER PARAMETERS FOR THE FIRST  LAYER :

.9600E-05

.2763E+02

.1000E+03

.1000E+01

SOIL WATER PARAMETERS FOR THE SECOND LAYER :

.2200E-05

.3070E+02

.4000E+02

.1000E+01

SOIL WATER PARAMETERS FOR THE THIRD  LAYER :

.2100E-05

.3887E+02

.3000E+02

.1000E+01

FIRST LAYER  ;  BULK DENSITY =

1.60000

SATURATION =

.44000

SECOND LAYER ;  BULK DENSITY =

1.60000

SATURATION =

.42000

THIRD  LAYER ;  BULK DENSITY =

1.60000

SATURATION =

.34000

FIRST LAYER:

NH4-N EXCHANGEABLE COEFFICIENT,

CM3/GM =

.25000

NITRIFICATION RATE COEF.,HR-1 =

.10000

DENITRIFICATION RATE COEF., HR-1

=

.01000

SECOND LAYER

NH4-N EXCHANGEABLE COEFFICIENT,

CM3/GM =

.25000

NITRIFICATION RATE COEF.,HR-1 =

.10000

DENITRIFICATION RATE COEF., HR-1

=

.01000

THIRD LAYER:

NH4-N EXCHANGEABLE COEFFICIENT,

CM3/GM =

.25000

NITRIFICATION RATE COEF.,HR-1 =

.10000

DENITRIFICATION RATE COEF., HR-1

=

.01000