CUMULATIVE NH4-N LEACHED TO THE GROUND WATER TABLE,
MG - N =
.00000
CUMULATIVE WATER OUTFLOW , CM =
.00000
WATER
BALANCE
INPUT,
AMOUNT OF WATER IN THE SOIL PROFILE FROM PREVIOUS
CYCLE, CM =
54.90002
AMOUNT OF WASTE WATER APPLIED OR RAINFALL IN THIS
CYCLE, CM =
21.00000
TOTAL WATER INPUT , CM
=
75.90002
OUTPUT
AMOUNT OF WATER IN THE SOIL PROFILE AT THE END OF
THIS CYCLE, CM =
48.59818
TOTAL EVAPOTRANSPIRATION DURING THIS CYCLE, CM
=
=
.00000
AMOUNT OF GROUND WATER OUTFLOW DURING THIS CYCLE
=
12.94017
TOTAL WATER OUTPUT , CM =
=
61.53835
BALANCE = (OUTPUT - INPUT) * 100 / INPUT
=
-18.92183
PERCENT
NITROGEN
BALANCE
INPUT,
TOTAL NITROGEN PRESENT IN THE SOIL PROFILE FROM
PREVIOUS CYCLE,
MG - N =
6.63900
WASTE WATER NITROGEN APPLIED DURING THIS CYCLE
, MG - N
=
84.00000
TOTAL NITROGEN INPUT , MG - N =
=
90.63900
OUTPUT
TOTAL NITROGEN PRESENT IN THE SOIL PROFILE AT THE END OF THIS CYCLE, MG - N = 79.50768
TOTAL NITROGEN UPTAKE DURING THIS CYCLE , MG - N
=
.00000
TOTAL NITROGEN LEACHED TO THE GROUND WATER TABLE
=
1.34106
TOTAL NITROGEN OUTPUT , MG - N =
=
98.38721
BALANCE = (OUTPUT - INPUT) * 100 / INPUT
=
8.54843
PERCENT
THIS IS CYCLE NUMBER = 2
AMOUNT OF
WASTE WATER APPLIED , CM = 21.00000
INFILTRATION TIME, I.E. DURATION OF WASTE WATER APPLICATION, DAYS =
1.00000
SCHEDULE OF WASTE WATER APPLICATION, I.E. CYCLE DURATION ,DAYS
=
1.00000
TIME AT WHICH OUTPUT DATA IS REQUESTED IN THIS CYCLE,
DAYS
=
1.00000
CONCENTRATION OF APPLIED NH4-N , MG/LITRE =
.00000
CONCENTRATION OF APPLIED NO3-N , MG/LITRE =
4.00000
NITROGEN UPTAKE RATE, MICROGRAM-N/CM OF ROOT LENGTH PER DAY
=
.00000
EVAPOTRANSPIRATION RATE, CM/DAY =
.00000
TOTAL ELAPSED TIME
=
2.50
DAYS
SOIL DEPTH
PRESSURE HEAD
SOIL-WATER CONTENT
WATER FLOW
AMMONIUM CONCENTRATION
NITRATE CONCENTRATION
CM
CM
CM**3/CM**3
VELOCITY
IN SOIL SOLUTION
IN SOIL SOLUTION
CM/HR
MICROGRAMS-N/ML
MICROGRAMS-N /ML
.00
-4.84
.42
.8750
.000
3.989
2.00
-4.50
.42
.8829
.000
3.951
4.00
-4.09
.42
.8829
.000
3.914
6.00
-3.61
.42
.8829
.000
3.876
8.00
-3.04
.43
.8829
.000
3.839
27
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