Bale-Gadula Irrigation Project Summary

vi
List of Appendices
AAppe ppendi ndix x  PP.l.l
AAppe  ppendi  ndix x   PP.2  .2 
AAppe  ppendi  ndix P x P.3.3
AAppe  ppendi  ndix x   PP.4  .4 
AAppe  ppendi  ndix P x P.5.5
Agricultural Production Economic Prices
Economic Crop & Farm Budgets
Financial Tables for Improved Rainfed Agriculture Financial Crop & Farm Budgets
jp-Appendix-fl Modelling Soil-Intake Families for Bale-Gadula Irrigation Project
Table 11-2 forTcst-2 Cont'd
INFILTRATION RATE MEASURMENT FORM
Profile No.BGP-53
Date 16/07/09
Replication!
Author:Aberham and Kalkidan
Surface featurer-Gently sloping land
intcnsclvely culatvated land
medium to wide surface cracks
UTM Reading
N:O78IO66
E:0676510
Depth of
Infiltration rate
(cm/hr)
Time Elapsed
Local
Interval
(min)
Cumulativ e time
(min)
Intake
(cm)
Cumulati
ve Intake
(cm)
Intial
Final
Immediate
Mean
2:03
5.8
2:05
2
2
5.9
0.1
0.1
3.0
3.0
2:07
2
4
6.1
0.2
0.3
6.0
4.5
2:09
2
6
6.4
0.3
0.6
9.0
6.0
2:11
2
8
6.6
0.2
0.8
6.0
6.0
2:16
5
13
6.9
0.3
1.1
3.6
5.1
2:21
5
18
7.3
0.4
1.5
4.8
5.0
2:26
5
23
7.7
0.4
1.0
4.8
5.0
2:31
5
28
S.O
0.3
2.2
3.6
4.7
2:41
10
38
8.7
0.7
2.9
4.2
4.6
2:51
10
48
9.4
0.7
3.6
4.2
4.5
3:01
10
58
10.0
0.6
4.2
3.6
4.3
3:11
10
68
10.5
0.5
4.9
3.0
4.3
3:26
15
83
11.2
0.7
5.6
2.8
4.0
3:41
15
98
12.1
0.9
6.5
3.6
4.0
03:42
3:57
15
113
6.4
5.7
0.7
7.2
2.8
3.8
4:12
15
128
7.4
1.0
8.2
3.6
3.8
4:27
15
143
8.6
1.2
9.4
4.8
3.9
4:47
20
163
9.5
0.9
10.3
2.7
3.8
5:07
20
183
10.5
1.0
11.3
3.0
3.7
5:27
20
203
11.7
1.2
12.5
3.6
3.7
5:47
20
223
12.5
0.8
13.3
2.4
3.6
05:48
6:08
20
243
6.7
5.8
0.9
14.2
2.7
3.5
6:28
20
263
7.8
l.l
15.3
3.3
3.5
Remark: 300 liters of water used for prewating from wcybe river medium to wide subsurface crack as well the land is distributed (recently) plouged land so
infeltratuion rate is high even if it has clay textural class,
moisture pentcration to 50cm
that due to (his theAppendix-ll Modelling Soil-Intake Families for Bale-Gadula Irrigation Project
Tabic 11-2 for Test-2 Cont'd
INFILTRATION RATE MEASUREMENT FORM
Profile No.BGP-68                   Date23/07/09                           Replication!
AuthorzAberham and Kalkidan
Surface feature:-Gently sloping land
intenselvely culatvated land
medium to wide surface cracks
UTM Reading
N:0789750
E:0650650
Depth of
Infiltration rate
(cm/hr)
Time Elapsed
Local
Interval
(min)
Cumulativ
e time
(min)
Intake
(cm)
Cumulati
ve Intake
(cm)
Intial
Final
immediate
Mean
2:05
185.9
2:07
2
2
186.0
0.1
0.1
3.0
3.0
2:09
2
4
186.3
03
0.4
9.0
6.0
2:11
2
6
186.6
0.3
0.7
9.0
7.0
2:13
2
8
187.0
0.4
l.l
12.0
S.3
2:18
5
13
187.5
0.5
1.6
6.0
7.4
2:23
5
18
1S8.I
0.6
2.2
7.2
73
2:28
5
23
188.8
0.7
2.9
8.4
7.6
2:33
5
28
189.3
0.5
3.4
6.0
73
2:43
10
38
190.5
1.2
4.6
7.2
7.3
2:53
10
48
191.2
0.7
5.3
4.2
6.6
3:03
to
58
191.9
0.7
6.0
4.2
6.2
3:13
10
68
192.6
0.7
6.7
4.2
5.9
3:28
15
83
193.6
1.0
7.7
4.0
5.0
3:43
15
98
194.7
1.1
S.S
4.4
5.4
03:44
3:59
15
113
186.7
185.7
1.0
9.8
3.6
5.2
4:14
15
128
188.4
1.7
11.7
6.8
5.5
4:34
20
148
190.1
1.7
13.4
5.1
5.4
4:54
20
168
191.7
1.6
15.0
4.S
5.4
5:14
20
188
192.9
1.2
16.2
3.6
5.2
5:34
20
208
194.2
1.3
17.5
3.9
5.0
5:54
20
22S
195.4
1.2
1S.7
3.6
5.0
05:55
6:15
20
248
186.6
185.7
0.9
19.6
2.7
4.7
6:35
20
268
188.7
2.1
21.7
6.3
4.9
6:55
20
288
190.6
1.9
23.6
5.7
4.9
Remark: 405 liters of water used for prewating from weybe river
medium to wide rack observed os that due to this the infeltration rate is high enen if the soil is clay also th
infltration site fo r grzing land which has effect on intake,
moisture pcntcration to 35cmAppendix-ll Modelling Soil-Intake Families for Bale-Gadula Irrigation Project
Table H-2 for Test-2 Cont'd
INFILTRATION RATE MEASURMENT FORM
Profile No.BGP39                 Date 09/07/09                        replicatio 2
Author:Aberhame and Kalkidan
Surface feature: flat gently sloping land
Intensevely culatvated land
fine to medium surface sub surface cracks
UTM Reading
N:0783007
E:0668385
Depth of
Infiltration rate
(cm/hr)
Time Elapsed
Local
Interval
(min)
Cumulativ
e time
(min)
Intake
(cm)
Cumulati
ve Intake
(cm)
Intial
Final
Immediate
Mean
02:03
95.8
02:05
2
2
95.9
0.1
0.1
3.0
3.0
02:07
2
4
95.9
0.0
0.1
0.0
1.5
02:12
5
9
95.9
0.0
0.1
0.0
0.7
02:17
5
14
96.0
0.1
0.2
1.2
0.9
02:22
5
19
96.1
0.1
0.3
1.2
0.9
02:27
5
24
96.1
0.0
0.3
0.0
0.8
02:37
10
34
96.1
0.0
0.3
O.n
0.5
02:47
10
44
96.1
0.0
0.3
0.0
0.4
r
03:02
15
59
96.2
r
0.0
0.4
0.4
0.4
03:17
15
74
96.2
0.0
0.5
0.0
0.4
03:32
15
89
96.3
0.1
0.6
0.4
0.4
03:52
20
109
96.4
0.1
0.7
0.3
0.4
04:12
20
129
96.6
0.2
0.9
0.6
0.4
04:32
20
149
96.8
0.2
l.l
0.6
0.4
04:52
20
169
97.1
0.3
1.4
0.9
0.5
05:12
20
189
97.3
0.2
1.6
0.6
0.5
05:32
20
209
97.5
0.2
1.8
0.6
0.5
05:52
20
229
97.6
0.1
1.9
0.3
0.5
06:12
20
249
97.8
0.2
2.1
0.6
0J
Remark: 2201 iters of water used for prewetting from weybe river
fine to medium subsurface crak
the land is left upplouged (rest) fo rone year culatvation seasion
Moisture oenteration 45cmAppendix-// Modelling Soil-Intake Families for Bale-Gadula Irrigation Project
Table 11-2 for Test-2 Cont’d
INFILTRATION RATE MEASUREMENT FORM
Profile No.BGP018                    Datc03/07/09                           rcplicatio 2
Author:Abcrhamc and Kalkidan
Surface feature: gently sloping land
Intcnsevely culatvated land and small area of grazing land
fine to medium surface sub surface cracks common stones on the surface
UTM Reading
N:0781948
E:0658577
Depth of
Water(cm)
Infiltration rate
(cm/hr)
Time Elapsed
Local
Interval
(min)
Cumulativ
e time
(min)
Intake
(cm)
Cumulati ve Intake
(cm)
Intial
Final
Immediate
Mean
02:02
185.5
02:04
2
2
185.6
0.1
0.1
3.0
3.0
02:06
2
4
185.8
0.2
0.3
6.0
4.5
02:08
2
6
185.9
0.1
0.4
3.0
4.0
02:13
2
8
186.5
0.6
1.0
18.0
7.5
02:18
5
13
187.1
0.6
1.6
7.2
7.4
02:23
5
18
187.8
0.7
2.3
8.4
7.7
02:33
10
28
188.8
1.0
3.3
6.0
7.1
02:43
10
38
1S9.9
•1-1
4.4
6..6
6.9
02:53
10
48
190.7
r 0.8
5.2
4.8
6.5
03:08
15
63
192.1
1.4
6.6
5.6
6.3
03:23
15
78
193.4
1.3
7.9
5.2
6.1
03:38
15
93
194.5
1.1
8.10
4.4
5.2
03:40
03:55
15
108
186.6
185.6
1.0
9.1
4.6
5.1
04:15
20
128
188.5
1.9
10.0
5.7
5.2
04:35
20
148
190.2
1.7
12.7
5.1
5.1
04:55
20
168
191.6
1.4
13.7
4.2
4.9
05:15
20
188
193.0
1.4
15.1
4.2
4.8
05:35
20
208
194.0
1.0
16.1
3.0
4.6
05:55
20
228
195.1
1.1
17.2
3.3
4.5
06:15
20
248
186.6
185.8
O.S
18.0
2.4
4.4
06:35
20
268
187.8
12
19.2
3.6
4.3
06:55
20
288
189.0
1.2
20.4
3.6
4.3
Remark: 180 liters of water used for prewetting from weybe river
Medium to wide crack which extendes up to 80cm make the intergation rate high as well the infeltration site lies on patchy area of grazing land that make the intake rate high,
mositure pcntcration to 40cm
-79-Appendix-ll Modelling Soil-Intake Families for Bale-Gadula Irrigation Project
Table 11-2 for Test-2 Cont'd
INFILTRATION RATE MEASUREMENT FORM
Profile No.BGP 05
Date01/07/09
replicatiol
Author:/\berhame and Kai ki dan
Surface feature: fiat gently sloping land
Intensevely culatvated land sligh sealing
fine to medium surface crack
UTM Reading
N:0786702
E:0653U3
Cumulativ 
e time
Depth of
Water(cm)
Intake
(cm)
Cumulati
ve Intake
Infiltration rate
(cm/hr)
Time Elapsed
Local
Interval
(min)
Intial
Final
Immediate
Mean
02:05
95.8
02:07
2
2
95.8
0.0
0.0
0.0
0.0
02:09
2
4
96.2
0.4
0.4
12.0
6.0
02:11
2
6
96.5
0.3
0.7
9.0
7.0
02:13
n
S
97.0
0.5
1.2
15.0
9.0
02:18
5
13
97.6
0.6
1.8
72
S3
02:23
5
18
98.5
0.9
2.7
10.8
9.0
02:28
5
23
99.2
0.7
3.4
8.4
S.9
-
02:33
5
2S
100.0
o.s .-
>2
9.6
11.1
02:43
10
38
101.1
l.l •’
6.3
6.6
9.9
02:53
10
48
102.2
l.l
7.4
6.6
93
02:54
03:04
10
58
96.2
95.8
0.4
7.8
2.4
8.1
03:14
10
68
97.8
1.6
9.4
9.6
81
03:24
10
78
99.3
1.5
10.9
9.0
S3
03:39
15
93
101.0
1.7
12.6
6.8
8.1
03:54
15
108
102.7
1.7
14.3
6.8
7.9
03:56
04:11
15
123
97.0
95.7
1.3
15.6
72
7.6
04:26
15
138
98.6
l.S
17.4
6.8
7.6
04:41
15
153
100.5
1.7
19.1
6.6
7.5
05:01
20
173
102.7
2.2
21.3
6.6
7.4
05:21
20
193
97.0
95.7
1.3
22.6
3.9
7.0
05:41
20
213
97.0
2.3
24.9
6.9
’.0
Remark 335 liters of w ater used for pre wetting from wesbe river
-
Due to medium io
wide subsurface crack the infeltration rate is high the point where infeltration is done it was plouged land and still plougedhing
mosilurc pentcration to 65cm
-20-Appendix-!/ Modelling Soil-Intake Families for Bale-Gadula Irrigation Project
Appendix-ll Conl'd
Tabic 11-2 for Test-3 Conl’d
INFILTRATION RATE MEASURMENT FORM
Profile No.BGP 34
Date25/07/09
Replication - 3
Author:Abreham and Kalkidan
Surface feature:- Gently sloping land Predomently culatvated land open shrub and wood land
fi ne to mediijm surface cracks 
common    nnp<; and rpck out cron^ on thp    jrface.
UTM Reading
N:0781104
E:0665287
Depth of
Infiltration rate
cm/hr)
Local
Interval
(min)
Cumulativ
e time
Intake
(cm)
Intial
Final
Cumula
tive
Intake
(cm)
Immediate
Mean
2:00
95.7
2:02
2
2
95.8
0.1
0.1
3.0
3.0
2:04
2
4
95.8
0.0
0.1
0.0
1.5
2:09
5
9
95.9
0.1
0.2
1.2
1.3
2:14
5
14
96.0
0.1
0.3
1.2
1.3
2:19
5
19
960
0.0
0.3
0.0
1.0
2:29
10
29
96.1
0.1
0.4
0.6
0.8
2:39
10
39
96.2
0.1
0.5
0.6
0.8
2:49
10
49
96.3
0.1
0.6
0.6
0.7
. 2:59
10
59
96.4
0.1
0.7- .
0.6
0.7
3:14
15
74
96.6
0.2
0.9
0.8
0.7
3:29
15
89
97.1
0.5
1.4
2.0
0.9
3:44
15
104
97.4
0.3
1.7
1.2
1.0
3:59
15
119
97.8
0.4
2.1
1.6
1.1
4:14
15
134
98.2
0.4
2.5
1.6
1.1
4:34
20
154
98.7
0.5
3.0
1.5
1.2
4:54
20
174
99.1
0.4
3.4
1.2
1.2
5:14
20
194
99.6
0.5
3.9
1.2
1.2
5:34
20
214
100.0
0.4
4.3
1.2
1.2
5:54
20
234
100.4
0.4
4.7
1.2
1.2
6:14
20
254
100.8
0.4
5.1
1.2
1.2
6.34
20
274
101.2
0.4
5.5
1.2
1.2
Remark:3l2 liters of water used for prewating from weybe river
fine to medium subsurface crack
the land is grazing land and has common stones and rock out crips on the surface moisture penteration to 35cm
-21-Appendix-ll Modelling Soil-Intake Families for Bale-Gadula Irrigation Project
Table 11-2 for Test-3 Cont'd
INFILTRATION RATE MEASURMENT FORM
Profile No.BWG 35
Date21/07/09                   Replication - 3
Author:Abreham and Kalkidan
Surf;3ce feature:- Gently sloping land
Predomently culatvated land
fine to medium surface cracks
UTM Reading
N:0782040
E.0665416
Depth
of
Infilt
ration rate
cm/hr)
Local
Interval
(min)
Cumulativ
e time
(min)
Intake
(cm)
Intial
Final
Cumula
tive
Intake
(cm)
Immediate
Mean
2:05
95.5
2:07
2
2
95.6
0.1
0.1
3.0
3.0
2:09
2
4
95.7
0.1
0.2
3.0
3.0
2:11
2
6
95.8
0.1
0.3
3.0
3.0
2:16
5
11
95.8
0.0
0.3
0.0
1.6
2:21
5
16
95.9
0.1
0.4
1.2
1.5
2:31
10
26
96.0
0.1
0.5
0.6
1.2
2:41
10
36
96.0
0.0
0.5
0.0
0.8
2:51
10
46
96.1
0.1
0.6
0.6
0.8
3:05 ~
15
61
96.1
0.0
0.6
0.0
0.6
3 20*
15
76
96.2
0.1
0.7
0\4
0.6
3:35
15
91
96.3
0.1
0.8
0.4
0.5
3:50
15
106
96.5
0.2
1.0
0.8
0.6
4:10
20
126
96.6
0.1
1.1
0.3
0.5
4:30
20
146
96.7
0.1
1.2
0.3
0.5
4:50
20
166
96.9
0.2
1.3
0.6
0.5
5:10
20
186
97.0
0.1
1.4
0.3
0.5
5:30
20
206
97.2
0.2
1.6
0.6
0.5
5:50
20
226
97.4
0.2
1.8
0.6
0.5
6:10
20
246
97.6
0.2
2.0
0.6
0.5
6:30
20
266
97.9     |
0.3
2.3
0.9
0.5
Remark:370 liters of water used for prewating from weybe river
fine to medium subsurface crack
The infeltration point is recently plouged land and still plouged for next rainy seasion. moisture penteration to 35cm
-22-Appendix-ll Modelling Soil-Intake Families for Bale-Gadula Irrigation Project
Table 11-2 for Test-3 Cont'd
INFILTRATION RATE MEASURMENT FORM
Profile No.BWG 48
Date 14/07/09
Replication - 3
Author:Abreham and Kalkidan
Surface feature:- fiat to Gently sloping land l\Medium to wide surface crack 
intensevely culatvated land
UTM Reading
N:0782021
E:0673412
Depth of
Infiltration rate
(cm/hr)
Local
Interval
(min)
Cumulativ
e time
(min)
Intake
(cm)
Intial
Final
Cumula
tive
Intake
(cm)
Immediate
Mean
2:07
95.7
2:09
2
2
95.8
0.1
0.1
3.0
3.0
2:11
2
4
95.8
0.0
0.1
0.0
1.5
2:13
2
6
95.8
0.0
0.1
0.0
1.0
2:18
5
11
95.9
0.1
0.2
1.2
1.1
2:23
5
16
95.9
0.0
0.2
0.0
0.8
2:28
5
21
95.9
0.0
0.2
0.0
0.6
2:38
10
31
96.0
0.1
0.3
0.6
0.6
2:48
TO
41
96.0
0.0
0.3
0.0
0.4
2:58
• 10
51
96.1
0.1
0.4
0.6 •'
0.5
3:13
15
66
96.1
0.0
0.4
0.0
0.4
3:28
15
81
96.1
0.0
0.4
0.0
0.3
3:43
15
96
96.2
0.1
0.5
0.4
0.3
4:03
20
116
96.3
0.1
0.6
0.6
0.3
4:23
20
136
96.4
0.1
0.7
0.6
0.3
4:43
20
156
96.7
0.3
1.0
0.9
0.4
5:03
20
176
96.9
0.2
1.2
0.6
0.4
5:23
20
196
97.1
0.2
1.4
0.6
0.4
5:43
20
216
97.3
0.2
1.6
0.6
0.4
6:03
20
236
97.4
0.1
1.7
0.3
0.4
Remark:200 liters of water used for prewating from weybe river
medium to wide subsurface craks which extendes to lm make the intake rate beyond the raing of the textural class
the perofel that is clay as well the land is distrubed (recently plouged) moisture penteration to 40cm
-23-Appendix-!/ Modelling Soil-Intake Families for Bale-Gadula Irrigation Project
Tabic 11-2 for Test-3 Cont'd
INFILTRATION RATE MEASURMENT FORM
Profile No.BWG 53  |Datel6/07/09
Replication - 3
Author:Abreham and Kalkidan
Surface feature:-Gently sloping land
Medium to wide surface crack
intensevely culatvated land
UTM Reading
N:0781066
E:0676510
Depth of
Infiltration rate
cm/hr)
Local
Interval
(min)
Cumulativ 
e time
(min)
Intake
(cm)
Intial
Final
Cumula
tive
Intake
(cm)
Immediate
Mean
2.:06
95.9
2.08
2
2
95.8
0.3
0.3
9.0
9.0
2:10
2
4
95.9
0.1
0.4
3.0
6.0
2:12
2
6
96
0.1
0.5
3.0
5.0
2:14
2
8
96.1
0.1
0.6
3.0
45
2:19
5
13
96.2
0.1
0.7
1.5
3.2
2:24
5
23
96.4
0.2
0.9
2.4
3.0
2:29
5
28
96.7
0.3
1.2
1.2
3.1
2:39
10
33
97.2
0.5
1.7
3.0
T 3.0
2:49
10 r
43
97.6
0.4
2.1
2.4
3.0
2:59
10
53
98.1
0.5
2.6
3.0
3.0
3:09
10
63
98.6
0.5
3.1
3.0
2.9
3:24
15
78
99.3
0.7
3.8
2.8
2.9
3:39
15
93
100.0
0.7
4.5
2.8
2.9
3:54
15
108
100.6
0.6
5.1
2.4
2.8
4:10
15
123
95.9
95.5
0.4
5.5
1.6
2.7
4:25
15
138
96.5
0.6
6.1
2.4
2.7
4:45
20
158
97.4
0.9
7.0
2.7
2.7
5:05
20
178
98.3
0.9
7.9
2.7
2.7
5:25
20
198
99.2
0.9
8.8
2.7
2.7
5:45
20
218
100.1
0.9
9.7
2.7
2.7
6.05
20
238
101.0
0.9
10.6
2.7
2.7
Remark:240liters of water used for prewating from weybe river medium to wide subsurface crack
moisture penteration to 45cm
-24-Appendix-ll Modelling Soil-Intake Families for Bale-Gadula Irrigation Project
1.7 fr
•25-Appendix-ll Modelling Soil-Intake Families for Bale-Gadula Irrigation Project
Table 11-2 for Tcst-3 Cont'd
INFILTRATION RATE MEASURMENT FORM
Profile No.BGP39
Date 09/07/09
replicatio 3
Author:Aberhame and Kalkidan
Surface feature: flat gently sloping land
Intensevely culatvated land
fine t o medium surface sub surface cracks
LTTM Reading
N:0783007
E:0668385
Depth of
Infiltration rate
(cm/hr)
Local
Interval
(min)
Cumulativ 
e time
(min)
Intake
(cm)
Cumulative
Intake
(cm)
Intial
Final
Immediate
Mean
02.06
185.5
Infl
Base Infl
02:08
2
2
185.6
0.1
0.1
3.0
3.0
02:10
2
4
185.6
0.0
0.1.
0.0
1.5
02:15
5
9
185.7
0.1
0.2
1.2
1.3
02:20
5
14
185.7
0.0
0.2
0.0
0.9
02 25
5
19
185.7
0.0
0.2
0.0
0.6
02:35
10
29
185.7
0.0
0.2
0.0
0.4
02:45
10
-      39
185.7
0.0
0.2
0.0 -
0.3
03.00
15    *
54
185.8
0.1
0.3
0.4 ~r
0.3
03:15
15
69
185.8
0.0
0.3
0.0
0.3
03:30
15
84
185.9
0.1
0.4
0.4
0.3
03 50
20
104
185.9
0.0
0.4
0.0
0.2
04.10
20
124
186.1
0.2
0.6
0.6
0.3
04.30
20
144
186.3
0.2
0.8
0.6
0.3
04:50
20
164
186.4
0.1
0.9
0.3
0.3
05:10
20
184
186.5
0.1
1.0
0.3
0.3
05:30
20
204
186.6
0.1
1.1
0.3
0.3
05:50
20
224
186.7
0.1
1.2
0.3
0.3
06:10
20
244
186.8
0.1
1.3
0.3
0.3
Remark: 265 liters of water used for prewetting from weybe river
fine to medium subsurface crak
the land is left upplouged fo r one year culatvation seasion.
Moisture oenteration 35cm
-26-Appendix-ll Modelling Soil-Intake Families for Bale-Gadula Irrigation Project
Table 11-2 for Test-3 Cont’d
INFILTRATION RATE MEASURMENT FORM
Profile No.BGP018 |Date03/07/09
replicatio 3
Author.Aberhame and Kalkidan
Surface feature: gently sloping land
- Intensevely culatvated land and small area of
grazing land
- fine to medium surface sub surface cracks common
stones on the surface
UTM Reading
N:0781948
E:0658577
Depth of
Infiltration rate
(cm/hr)
Local
Interval
(min)
Cumulativ
e time
(min)
Intake
(cm)
Cumulative
Intake
(cm)
Intlal
Final
Immediate
Mean
02:05
95.5
Infl
Infl
02:07
2
2
95.6
0.1
0.1
3.0
3.0
02:09
2
4
95.6
0.0
0.1
0.0
1.5
02:11
2
6
95.6
0.0
0.1
0.0
1.0
02:16
5
11
95.6
0.0
0.1
0.0
0.5
02:26
10
21
95.7
0.1
0.2
0.6
0.6
02:36
10
31
95.7
0.0
0.2
0.0
0.4
02:46
10
41-
95.7
0.0
0.2
0.0
•• J 0.3
03:01
15
56
95.8
0.1
0.3
0.4
0.3
03:16
15
71
95 8
0.3
0.0
03
03:36
20
91
95.9
0.4
0.3
0.3
03:56
20
11
96.0
0.5
0.3
0.3
04:16
20
131
96.1
0.6
0.3
0.3
0436
20
131
963
0.8
0.6
0.3
04:56
20
171
96.4
0.9
0.3
0.3
05.16
20
191
96.5
1.0
0.3
03
05 36
20
211
96.5
1.0
0.0
03
Remark:250 liters of water used for prewetting from weybe river
Medium to wide crack subsurface crack
r.iositure penteration to 35cm
O h h rH r'j h h o ooooooooAppendix-/1 Modelling Soil-Intake Families for Bale-Gadula Irrigation Project
.9
-28-Appendix-ll Modelling Soil-Intake Families for Bale-Gadula Irrigation Project
Appendix-ll Coin’d for Hydraulic Conductivity Test for BAGID Project
hible-ll -4 Hydraulic Conductivity l est as Part of Physical Insitu Test for BACH) Project
Profile No.BGT 3-1
|l)ale2 5/07/09
Author:Aberli:ini and kalkidan
Surface fealiirc:-geniiy surface faturcs 
common rock out crop and surface conrcs 
fragment observed
pre donieiilh culalvatcd land
UTM Reading
N:O78I1O4
E:0665287
Waler source Wayh
Pre wetting with out
Average Rate (m/day)0.12 m/d
Rcp.no. 1
Resiua(cm)4cm
Rep.no.2
Resiua(cin)4cin
Rep.no.3
Rcsiua(cm)4
Deptli(cm)90cm
l)epih(cm)90cm
Dcpth(cni)9
Ti             (sec)
li'(i') cm
h’(t’) cm
Ii(ti)+i72 cm
Ti
li’(t’)
h’(t’)
h(ti)+r/2
Ti
li’(t’) cm
h’(t’) cm
h(ti)+r/2
04:18:00
20
70
72
03:30:00
20
: 70
72        03:50:00
20
70
72
40
21
69
71
31:01
21
69
71                   40
21
69
71
19:20
22
68
70
55
22
68
70              51:47
22
68
70
22:10
23
67
69
33:16
23
67
69              53:04
23
67
69
25:30
24
66
68
35:27
24
66
68              57:42
24
66
68
30:15
25
65
67
37:49
25
65
67           4:00:29
25
65
67
33:42
26
64
66
40:39
26
64
66              05:40
26
64
66
37:09
27
63
65
42:26
27
63
65              08:24
27
63
65
40:23
28
62
64
45:04
28
62
64              10:30
28
62
64
44:20
29
61
63
48:20
29
61
63              17:04
29
61
63
Conductivity 0.15             m/day
Conductivity 0.06            m/day
Conductivity 0.15               m/day
(Average Rale
(m/day)
2A- - 1          x x
 -
open wood land and open shrub land
t /        __ t /
~
x ^Z.
S64
/ cLcty
/XI
.2
-29-Appendix-// Modelling Soil-Intake Families for Bale-Gadula Irrigation Project
Table 11-4 Coin'd
Profile N'o.BGP 35
Surface fcahirc:-2cntlv surface fa lures prcdoinantly eulntvated land
line to medium surfaccsuhsurfacc crake
| I>:ile21/07/09
Autlior:Abcrhnni and kalkidnn
UTM Reading
N.0782040
E:O6654I6
Water source \Vavl>
Pre welling with mil
/Average Rale (m/day)0.07
Rcp.no. 1
Resiua(cin)4cm
Rcp.no.2
|l<csiua(ciii)4cni
Rep.iiu.3
Resiua(cm)4
Dcptli(cm)90cni
Dcplh(cm)90cm
Dcptli(cm)90
Ti            (sec)
li’(t’) cm
h’(t’) cm
h(ti)+r/2 cm
Ti         |       h'(l')
li'(l')
h(ti)+r/2
Ti
li'(t’) cm
h'(t')      cm
h(ti)+r/2
-4:43:60
20
70
72
03:35:00                   20
70
72
03:38:00
20
70
72
38
2I
69
7I
36:05                              21
69
71
20
21
69
71
44:10
22
68
70
37:48                               22
68
70
39:10
22
68
70
45:20
23
67
69
41:30                               23
67
69
40:02
23
67
69
48:16
24
66
68
48:20                               24
66
68
44:06
24
66
68
50:20
25
65
67
53:90                               25
65
67
47:10
25
65
67
51:29
26
64
66
4:02:21                            26
64
66
59:31
26
64
66
5:07:10
27
63
65
13:10                               27
63
65
3:06:35
27
63
65
19:20
28
62
64
20:20
28
62
64
15:10
28
62
64
30:40
29
6I
63
40:35
29
61
63
32:05
29
61
63
Conductivity 0.09___  in/day
Conductivity      0.06 in/clay
Conductivity        0.07      m/day
Average Rale
(m/day)
log(h(tj -T r /2>          Mt? (Afr )        1 /2
_ • /
Ft =            1      I
t/ _
•7?
y
Dense shrub and open wood land
-30-Appendix-11
Modelling Soil-Intake Families for Bale-Gadula Irrigation Project
Table 11-4 Coin'd
Profile No.BGP 48
| Dale 14/07/09
Author:Abcrhani and kalkidan
Surface feature:*flat to gently sloping and intnsitv culatvalcd land
medium to w ide surface crack.
UTM Reading
N:0782021
E:O6734I2
Water source Wavb
Pre wetting no
Average Rate (m/day)0.04m/day
Rep.no.l
Resiua(cin)4cm
Rep.iio.2
Rcsiua(cm)4cin
Rep.no.3
Rcsiua(cin)4
Dcpth(cm)90cm
l)eptli(cm)90cm
Dcptli(cni)90
Ti             (sec)
li'(t') cm
h'(t’) cni
h((i)+r/2 cm
Ti
ll’(l’)
h'(i’)
li(li)+r/2
Ti
h'(t') cm
h'(t') cm
h(ti)+r/2
6:30:17
20
70
72
20
70
72
03:52:30
20
70
72
31:26:00
21
69
71
21
69
71
53:00
2)
69
71
40:10
22
68
70
22
68
70
58:04
22
68
70
47:50
23
67
69
23
67
69
4:01:04
23
67
69
7:00:01
24
66
68
24
■66
68
22:01
24
66
68
14:34
25
65
67
25
65
67
34:10
25
65
67
38:10
26
64
66
26
64
66
44:00
26
64
66
46:20
27
63
65
02:39:00
40:10
40:36
48:20
3:06:05
18:20
30:10
50:20
27
63
65
5:28:18
27
63
65
Conductivity 0.04              m/day
Conductivity 0.05 m/day
Conductivity 0.03 m/day
Average Rate
(m/day) 0.04
K = 1             LSt'a;
logfoOz) y ) ~~
2
V2
7n - 7z
064      ttq /
/ dayAppendix-ll Modelling Soil-Intake Families for Bale-Gadula Irrigation Project
Table 11-4 Coin'd
Profile JSo.BGP 53
Date 16/07/09
Surface feature:- gently sloping and intnsitv culatvated land
medium to wide surface crack.
AutliorzAberlinin and kalkidnn
UT.M Reading
N:O78IO66
E:0676510
Water source Wayb
Pre wetting no
Average Rale (m/dny)0.06m/day
Rcp.no. 1
Resiua(cin)4cm
Rep.no.2
Rcsiiia(cni) k in
Rep.n<».3
Rcsiua(cin)4
l)eptli(cm)90* hi
l)cplli(cm)90cin
Deptli(cni)90
Ti             (sec)
li'(P) cm
li’(t') cm
li(li)4 r/2 cm
Ti
h'(l’)
h'(t’)
li(li)+r/2
Ti
li'(t')       cm
h'(t')       cm
h(ti)+r/2
5:37.40
20
70
72
20
70
72
03:16:35
20
70
72
38:20
21
69
71
21
69
71
17:10
21
69
71
39:12
22
68
70
22
68
70
18:05
22
68
70
41:39
23
67
69
23
67
69
21:10
23
67
69
45:40
24
66
68
24
66
68
23:09
24
66
68
6:01:05
25
65
67
25
65
67
28:10
25
65
67
13:51
26
64
66
26
64
66
33:20
26
64
66
20:10
27
63
65
27
63
65
40:1 1
27
63
65
37:06
28
62
64
28
’ -02
64
4:04:05
28
62
64
57:13
29
61
63
04:33:00
35:05
36:38
39:15
45:37
52:23
5:04:05
14:20
24:04
35:40
29
61
63
30:40
29
61
63
Conductivity 0.06              m/day
Conductivity 0.06 m/day
Conductivity___ 0.05_ m/day
Average Rale
(m/day) 0.06
AC -
~
X
//2
-32-Appendix-ll Modelling Soil-Intake Families for Bale-Gadula Irrigation Project
'fable 11-4 Corn’d
Profile No.BGI* 68
| Dale 16/07/09
Author:Abcrhani and kalkidan
Surface feature:- gently to flat surface fature
moderately eulatvated laud
open wood land and open shrub land
UTM Reading
N:0789750
E:0650650
Water source Wayb
Pre wetting no
Average Rate (m/dny)0.07m/day
Kep.no.1
Resiua(cm)4cm
Hep.no.2
Hcsiiia(cm)4cni
Rep.no.3
Resiua(cm)4
l)cptli(cin)90cm
l)cplli(ciii)90cui
Dcpth(cm)90
Ti             (sec)
li'(l’) dll
li’(l') cm
h(li)+r/2 cm
'I’i
LdXl—
li’(l')
uu
li’(f) Uli
h(li)+r/2 UM
li
^1x1
li’(t') cm
h'(t') cm
h(ti)+r/2
5:50:00
20
70
72
20
70
72
03:51:00
20
70
72
46:06
21
69
71
21
(>9
71
52:05
21
69
71
51:24
22
68
70
22
68
70
46
22
68
70
54:39
23
67
69
04:50:00
15
51:05
52:09
55:01
55:00:20
18:02
24:00
34:42
23
67
69
54:13
23
67
69
58.30
24
66
68
24
66
68
59:10
24
66
68
6:04:20
25
65
67
25
65
67
4:10:28
25
65
67
12:16
26
64
66
26
64
66
21:22
26
64
66
18:51
27
63
65
27
./ 63
65
28:30
27
63
65
30:14
28
62
64
28
62
64
47:40
28
62
64
Conductivity 0.08             in/day
Ccnduclivily 0.09 m/day
Conductivity 0.06 in/day
Average Rate
m/dav
(in/day) 0.07
r/                 r
s                / z
/dcz\-
-33-Appendix-ll Modelling Soil-Intake Families for Bale-Gadula Irrigation Project
I able IM Coin’d
Profile No.BGP39
|Datc09/l)7/09
Author:
Surface feature:- flat Io gently  to flat surface future
intenstciy culatvated land
line to medium surface and subsurface crack
UTM Reading
N:0783007
E:0668385
Water source Wayb
Pre welting
Kcp.no. 1
Rcsiua(cm)4cm
Rcp.no.2
Rcsma(cni)4cni
Rcp.no.3
Rcsiua(cm)4
l)cplh(cm)90cm
l)ep(li(cm)90cm
Depth(cm)90
Ti             (sec)
li'(t') cm
h'(t') cm
h((i)+r/2 cm
li
___________ 03:16:03
19:25
22:00
24:20
26:08
28:10
32:20
37:02
43:04
46:00
h’(l’)
cm
li'(<’)
cm
h(li)+r/2
cm
li
(sec)
li’(t') cm
li’(t’) cm
h(li)+r/2
cm
3:48:00
20
70
72
20
70
72
04:30:20
20
70
72
54:32
21
69
71
21
69
71
31:03
21
69
71
55:05
on
68
70
22
68
70
32:08
22
68
70
56:10
23
67
69
23
67
69
33:16
23
67
69
4:00:10
24
66
68
24
66
68
35:00
24
66
68
01:20
25
65
67
25
65
67
38:10
25
65
67
06:05
26
64
66
26
64
66
43:27
26
64
66
10:20
27
63
65
27
63
65
50:18
27
63
65
18:42
28
62
64
28
62
64
57:50
28
62
64
25:09
29
61
63
29
61
63
5:09:04
29
61
63
Conductivity 0.11             m'day
Conductivity 0.13 m/day
Conductivity        0.1 m/day
Average Rale
X 864 ™
34-■ ■ ■ I
Appendix-fl Modelling Soil-Intake Families for Bale-Gadula Irrigation Project
Profile No.BGP 18
Da(c03/07/09
Author:
Surface feature:- gently surface future
C ommon surface coaures fragment
on (he topof the surface observed.
UTM Reading
N:0781948
E:0658577
Water source Wayb
Pre wetting
Rcp.no. 1
Rcsiua(cm)4cm
Rep.no.2
Rcsiua(cni)4cm
Rep.no.3
Rcsiua(cm)4
Depth(cm)90<:m
l)epth(cni)90cin
Depth(cm)90
Ti                (sec)
h'(t )cm
,
li'(P) cm
Ii(ti)+i72 cm
Ti fotx)
h’(f) -------- CUI-------
h'(l’)
uu
li(ti)+r/2
uu
Ti
.LSCtl------
li’(l’) cm
h'(t’) cm
h(ti)+r/2
cm
3:20:00
21
70
72
02:20:00
21
70
72
04:17:00
21
70
72
21:10
22
69
71
21:20
22
69
71
18:10
22
69
71
22:12
23
68
70
22:10
23
68
70
19:20
23
68
70
24:00
24
67
69
23:05
24
67
69
20:10
24
67
69
26:35
25
66
68
24:40
25
66
68
21:20
25
66
68
30:00
26
65
67
26:10
26
65
67
22:00
26
65
67
33:05
27
64
66
29:10
27
64
66
28:40
27
64
66
47:30
28
63
65
4:00
28
63
65
31:00
28
63
65
-1:14:15
29
62
64
47:38
29
62
64
50:10
29
62
64
Conductivity 0.00                     iivday
Conductivity 0.12 in day
Conductivity 0.1 m/day
Average Rule
/J
-35-Appendix-/! Modelling Soil-Intake Families for Bale-Gadula Irrigation Project
fable 11-4 Conl'd
Profile No.BGP 05
DalcOI/II7/O9
Author:
Surface feature:- flat to gently  surface future
prcdcmentlv cul.itvaled land
Tine to medium surfae cracks.
UTM Reading
N:0786702
E:0653113
Water source Wayb
Pre wetting
Rep.no. 1
Resiua(cm)4cm
Rep.no.2
Resiua(cm)4cm
Rep.no.3
Resiua(cm)4
l)cpth(cm)90cm
l)eplli(cm)90cm
l)cptli(cm)9()
Ti               (sec)
h'(l') cm
h’(t')cm
h(ti)+r/2 cm
Ti
1
h’(i’)
Ii(li)+i72
Ti
li'(t') cm
h’(P) cm
h(ti)+r/2
5:11:10
21
70
72
05:55:00
21
70
72
06:54:30
21
70
72
38
22
69
71
56:10
22
69
71
40
22
69
71
12:11
23
68
70
30
23
68
70
55:20
23
68
70
13:20
24
67
69
58:20
24
67
69
57:05
24
67
69
15:00
25
66
68
6:00:52
25
66
68
59:50
25
66
68
16:20
26
65
67
04:50
26
65
67
7:07:10
26
65
67
21:06
27
64
66
11:20
27
64
66
14:20
27
64
66
24:35
28
63
65
20:15
28
(>3
65
25:00
28
63
65
33:10
29
62
64
32:10
29
62
64
7:36:00
29
62
64
40:20
30
61
63
40:15
30
61
63
57:10
30
61
63
Conductivity 0.01           m day
Conductivity 0.07 in day
Conductivity 0.05 in/day
Average Rale
log( A                            -r- ’/ ) — 
r
2
— **/2
,
/C-l.lSrx-
/
- X 804^/^.
'n              /?
-36-TableBAG1D Command Area Soil Intake Family Curve Constants
Soil Profile Pit
No
Intake
Family
Soil intake Family Constants
a
b
c
f
g*(IOM)
BGP-05
2.0
2.753
0.808
7.0
10.650
7.451
BGP-18
1.5
2.284
0.799
7.0
9.760
5.819
BGP-34
0.8
1.560
0.773
7.0
8.500
3.535
BGP-35
0.2
0.777
0.699
7.0
7.430
1.578
BGP-39
0.2
0.777
0.699
7.0
7.430
1.578
BGP-48
0.2
0.777
0.699
7.0
7.430
1.578
BGP-53
1.5
2.284
0.799
7.0
9.760
5.819
BGP-68
1.5
2.284
0.799
7.0
9.760
5.819Appendix-Ill Irrigation System Design Using USDA-SCS Methodology
Table III-1 Irrigation System Design for soils with intake family of 2.0
Intake
Family
Soil Intake Family Constants
Furrow Characterstics
Nel  Depth /Xpplcn
I
a
b
c
f
g
L
S
w
n
Fn
2.0
2.753
0.808
7
10.65
0.00075
200
0.0075
0.75
0.04
60
0 (l/scc)
B
P
Tt
Tn                Ti
Fn
Tt«k
T^l
FoL
Fg
Dp
Ro
AE
1.5
1.1
0.5
59.1
77.1
136.3
60.0
20.9
115.4
81.5
81.8
21.5
03
734
1.6
1.1
0.5
55.0
75.7
130.8
60.0
19.8
111.0
802
83.7
20.2
3.5
71.7
1.7
1.0
0.5
51.7
74.4
126.1
60.0
18.9
107.2
79.1
85.7
19.1
6.7
70.0
1.8
1.0
0.5
48.8
73.2
122 0
60.0
182
103.8
78.2
87.8
182
9.7
683
1.9
0.9
0.5
46.5
72.0
118.5
60.0
17.5
100.9
77.4
90.0
17.4
12.6
66.6
2.0
0.9
0.5
44.4
70.9
115.3
60.0
17.0
98.3
76.8
92.2
16.8
15.5
65.1
2.1
0.8
0.5
42.6
69.9
112.5
60.0
16.5
96.0
762
94.5
16.2
18.3
63.5
2.2
0.8
0.5
41.1
68.9
109.9
60.0
16.1
93.9
75.7
96.7
15.7
21.0
62.0
2.3
0.7
0.5
39.7
67.9
107.6
60.0
15.7
91.9
753
99.0
153
23.7
60.6
2.4
0.7
0.5
38.5
67.0
105.5
60.0
15.3
90.2
75.0
101 3
15.0
263
59.2
2.5
0.7
0.5
37.4
66.2
103.6
60.0
15.0
88.5
74.6
103.6
14.6
28.9
57.9
2.6
0.7
0.5
36.4
65.4
101.8
600
14 8
87.0
74.4
105.8
14.4
31.5
56.7
2.7
0.6
0.5
35.5
64.6
100.1
60.0
14.5
85.6
74.1
108 1
14.1
34.0
55.5
2.8
0.6
0.5
34.7
63.8
98.5
60.0
14.3
84.3
73.9
110.4
13.9
36.5
54.4
2.9
0.6
0.5
34.0
63.1
97 1
60.0
14.1
83.0
73.7
112 6
13.7
38.9
53.3
3.0
0.6
0.5
33.3
62.4
95.7
60.0
13.9
81.9
73.5
114.9
13.5
00
52.2
Table -II1-2 Irrigation System Design for Soils with Intake Family 1.5
Intake
Family
Soil Intake Family Constants
Furrow- Characterstics
Net  Depth Applcn
1
a
b
c
r
g
L
S
w-
n
Fn
1.5
2.284
0.799
7
9.76
0.00058
200
0.0075
0 75
0.04
60
Q (l/scc)
B
P
Tt
Tn
Ti
Fn
T^l
Fol
Fg
Dp
Ro
AE
1.1
1.2
0.4
69.5
111.5
181.0
60.0
24.0
157.0
77.6
79.6
17.6
2.0
753
1.2
1.1
0.4
62 8
108 9
171.7
60.0
223
149.4
76.1
S2.4
16.1
63
72.8
1.3
1.0
0.4
57.6
106.5
164.1
60.0
21 0
143.2
74.9
853
14.9
10.5
703
1.4
1.0
0.4
53.5
1043
157.8
60.0
19.9
138.0
74.0
88.4
14.0
14.4
67.9
1.5
0.9
0.5
50.2
102.3
152.5
60.0
190
133.5
732
91.5
13.2
183
65.6
1.6
0.8
0.5
47.5
100.4
147.9
600
183
129.6
72.6
94.6
12.6
22.0
63 4
1.7
0.8
0.5
45.2
98.7
143.8
60.0
17.6
126.2
72.1
97.8
12.1
25.7
613
1.8
0.7
0.5
43.2
97.0
140.2
60.0
17.1
123.2
71.7
IOt.0
11.7
293
59.4
1.9
0.7
0.5
41.6
95.4
137.0
60.0
16.6
120.4
71.3
104.1
113
32.8
57,6
2.0
0.7
0.5
40.1
94.0
134.1
60.0
16.2
117.9
71.0
1073
11.0
36.3
55.9
2.1
0.6
0.5
38 9
92.6
131.4
60.0
15.9
115.6
70 8
110 4
10.8
39.7
543
2.2
0.6
0.5
37.7
91.3
129.0
60.0
15.5
113.5
70.5
113.5
10.5
43.0
529
2.3
0.6
0.5
36 8
90.0
126.8
60.0
15.2
>11.5
70 3
116.6
103
463
51.5
2.4
0.6
0.5
35.9
88.8
124.7
60.0
15.0
109.7
70.2
119.7
10.2
49.5
50 1
2.5
0.5
0.5
35.1
87.6
122.7
60.0
14.8
108.0
70.0
122.7
10.0
52.7
48.9
2.6
0.5
0.5
34.4
86.5
120.9
600
14.5
106.4
69.9
125.7
9.9
55.9
47.7
2.7
0.5
0.5
33.7
85.5
119.2
60 0
144
104.9
69.8
128.7
9.8
59.0
46 6
28
0.5
0.5
33.1
84.5
117.6
60 0
14.2
103.4
69.7
131.7
9.7
62.1
45.6
2.9
0.5
0.5
326
83.5
116.1
6U.0
14.0
102.1
69.6
134.7
9.6
65 1
44.6
3.0
0.4
0.5
32.1
82.6
114.7
60.0
U.9
100.8
69.5
137.6
9.5
68.1
43.6
1Appendix-Ill Irrigation System Design Using USDA-SCS Methodology
Tabic -III-3 Irrigation System Design for Soils with Intake Family 1.0
Intake Fan
Soil Intake Family Constants
Furrow Characters! ics
Net Depth Applcn
1
a
b
c
f
g
L
s
w
n
Fn
1.0
1.786
0.785
7
8.86
0.00042
200
0.0075
0.75
0.04
60
Q (l/sec)
B
P
Tt
Tn
Ti
Fn
T Tia 8
T»l
F^l
Fg
Dp
Ro
AE
0.7
1.4
0.4
899
186.2
276.1
60.0
29.8
246.3
73.8
773
13.8
3.5
77.6
0.8
1.2
0.4
75.6
180.2
255.8
60.0
26.2
229.6
71.8
81.9
11.8
10.1
733
0.9
1.1
0.4
66.1
174.9
241.0
60.0
23 8
217.2
70.4
86.8
10.4
163
692
1.0
1.0
04
59 4
170.1
229.5
60.0
22.0
207.5
69.5
91.8
9.5
22.3
65.4
l.l
0.9
0.4
54.4
165.8
220.2
600
20.7
199.5
68.8
96.9
88
28.1
61.9
1.2
0.8
0.4
50.5
161.9
212.5
60.0
19.6
192.8
68.2
102.0
8.2
33.8
58.8
1.3
0.7
0.4
47.5
1584
205.9
60 0
18 8
187.1
67.8
107.0
7.8
392
56.1
1.4
0.7
04
45.0
155.1
200 1
60.0
18.1
182.0
67.5
112.1
7.5
44.6
53.5
1.5
0.6
0.5
43.0
152.0
195 0
60.0
17.5
177.5
672
117.0
72
49.8
513
1.6
0.6
0.5
41.3
149.1
190.5
60.0
17.0
173.4
67.0
121.9
7.0
54J
492
1.7
0.6
0.5
39.9
146.5
186.4
60.0
16.6
169.7
66.8
126.7
6.8
59.9
473
1.8
0.5
0.5
38.6
144.0
182.6
600
16.3
166 4
66.7
131.5
6.7
64.8
45.6
1.9
0.5
0.5
37.6
141.6
179.2
60.0
15.9
163.2
66.6
136.2
6.6
69.6
44.1
2.0
0.5
0.5
366
139.4
176.0
60 0
15.7
160.4
66.4
140.8
6.4
74.4
42.6
2.1
0.5
0.5
35.8
137.3
173.1
60.0
15.4
157.7
66.4
145.4
6.4
79 0
413
2.2
0.4
0.5
35.0
135.3
170.3
60.0
15.2
155.1
66.3
149.9
6.3
83.6
40.0
2.3
0.4
0.5
34.4;
133.4
167.8
600
15.0
152.8
662
154 3
; 6.2
88 1
38.9
2.4
0.4
0.5
33 8
131.6
165.4
60.0
14.8
150.5
66.2
158.7 .
6.2
92.6
37.8
2.5
0.4
0.5
33.2
129.9
163.1
60.0
146
148.4
66 1
163.1
6.1
97.0
36.8
2.6
0.4
0.5
32.7
128.2
160.9
60.0
14.5
146.4
66.1
167.4
6.1
101.3
35 8
2.7
0.4
0.5
323
126.6
158.9
60.0
14 4
144.6
660
171.6
6.0
105.6
35.0
2.8
0.3
0.5
31.9
125.1
157.0
60.0
14.2
142.7
66.0
175.8
6.0
109.8
34.1
2.9
0.3
05
31.5
123.6
155.1
60.0
14.1
141.0
66.0
1800
6.0
114 0
33.3
3.0
0.3
0.5
31.2
122.2
153.4
60.0
14.0
139.4
66 0
184.1
6.0
118 1
32.6
Table -III- 4 Irrigation System Design for Soils with Intake Family 0.80
Intake
Family
Soil Intake Family Constants
Furrow Characterstics
Net Depth Applcn
1
a
b
c
f
g
L
S
w
n
Fn
0.8
1.56
0.773
7
8.5
0.00035
200
0.01
0.75
0.04
60
Q (l/sec)           B
P
Tt
Tn
Teo
Fn
Tti»8
ToL
FoL
Fg
Dp
Ro
AE
0.5
1.4
0.4
96.8
268.7
365.5
60.0
31.8
333.7
70.3
73.1
103
28
82.1
0.6
1.2
0.4
76.4
258.1
334.5
60.0
26.7
307.8
68.2
803
8.2
12.0
74.7
0.7
1.0
0.4
64.6
249.0
313.6
60.0
23.7
290.0
67.0
87.8
7.0
20.8
68.3
08
0.9
0.4
56.9
241.2
298.1
60.0
21.6
276.5
663
95.4
63
29.1
62.9
0.9
0.8
0.4
51.6
234.2
285.8
60.0
20.2
265.6
65.8
102 9
5.8
37.1
58.3
1.0
0.7
0.4
47.7
228.0
275.7
60.0
19.1
256.6
654
110.3
5.4
44.9
54.4
l.l
0.6
0.4
44.7
2223
267.1
60.0
18.2
248 8
65.1
117.5
5.1
52.4
51.1
1.2
0.6
0.4
42.4
217.2
259.6
60.0
17.6
242 1
64.9
124.6
4.9
59.7
48.1
13
0.5
0.4
40.5
212.5
253.0
60.0
17.0
236.0
64.7
131.6
4.7
66.8
45.6
14
0.5
0.4
39.0
208 2
247.1
60.0
16.6
230.6
64.6
1384
4.6
73 8
43 4
1.5
0.5
0.4
37.7
204.1
241.8
60.0
16.2
225.6
64.5
145.1
4.5
806
41.4
1.6
0.4
0.4
36.6
200.4
237.0
60.0
15.9
221.1
64.4
151.7
4.4
87.2
39.6
1.7
0.4
0.5
35.7
196.8
232 5
60.0
15.6
216.9
64.4
158.1
44
93.S
37 9
-2-Appendix-Ill Irrigation System Design Using USDA-SCS Methodology
.J •
.
'
Tabic-III-4 Coat'd
Q (IfcCC)
1)
P
—TF"
1n
Teo
Fn
>o-L
Ll “
Fg
Dp
Ko
AJ2
1.8
0.4
0.5
34 8
193.5
228 4
600
153
213.1
64.3
164.4
43
100.1
36.5
1.9
0.4
0.5
34.1
190.4
224.6
60.0
15.1
209.4
64.3
170.7
43
106.4
35 2
2.0
0.4
0.5
33.5
187.5
221.0
60.0
14.9
206.1
64.2
176.8
4.2
112.6
33.9
2.1
0.3
0.5
32.9
184.7
2176
60.0
14.8
202.9
64.2
182.8
4.2
118.6
32 8
2.2
0.3
0.5
32.4
182.0
214.5
60.0
14.6
199.9
64.2
188.8
4.2
124.6
31.8
2.3
0.3
0.5
32.0
179.5
211.5
60.0
14.5
197.1
64.1
1946
4.1
130.5
30.8
2.4
0.3
0.5
31.6
177.1
208.7
60.0
143
1944
64.1
200.4
4.1
136.2
29.9
2.5
03
0.5
31.2
174.8
206.1
60.0
14.2
191.8
64.1
206.1
4.1
141.9
29.1
2.6
03
0.5
30.9
172.6
203.5
60.0
14.1
189.4
64.1
211.7
4.1
147.5
28.3
2.7
03
0.5
30.6
170.5
201.1
600
14.0
187.1
64.1
217.2
4.1
153.1
27.6
2.8
03
0.5
30.3
168.5
198 8
60.0
139
184.9
64.1
222.7
4.1
158.6
26.9
2.9
0.2
0.5
30.0
166.6
196.6
60.0
13.8
182.8
64.1
228.1
4.1
161.0
26.3
3.0
0.2
05
29.8
164 7
194.5
60.0
13.8
180.7
64.1
233.4
4.1
1693
25.7
Tabic-III- 5 Irrigation System Design for Soils with Intake Family 0.20
Intake
Family
Soil Intake Family Constants
Corrugation Charactcrstics
Net  Depth ?\pplcn
1
a
b
c
f
g
L
S
w
n
Fn
0.2
0.7772
0.699
7
7.43
0.00016
200
0.01
0.2
0.1
60
Q (Usee)
B
P
Ti
Tn
Teo
Fn
Tn.,
ToL
F-l
Fg
Dp
Ro
>\E
0.2
1.6
0.4
130 4
153.9
2843
60.0
41.0
2433
77.9
85.3
17.9
7.4
703
03
1.1
0.4
77.1
136.1
213.1
60.0
27.9
185.2
71.2
95.9
11.2
24.7
62.6
0.4
08
0.4
593
123.5
182.7
60.0
23.1
159.6
69.0
109 6
90
40.6
54.7
0.5
0.6
0.4
50.6
113.8
164.4
60.0
20.7
143.8
68.0
1233
80
55.3
48.6
0.6
0.5
0.4
45.5
106.1
151.7
60.0
19.2
132.4
67.5
136.5
7.5
69.0
44.0
0.7
0.5
0.5
423
99.7
141.9
60.0
183
123.7
67.2
149.0
7.2
81.9
403
0.8
0.4
0.5
39.9
94.2
134.2
60.0
17.6
116.6
67.0
161 0
7.0
94.0
373
0.9
0.4
0.5
38 2
89.5
127.7
60.0
17.0
110.7
66.9
172.4
6.9
105.5
34.8
1.0
03
0.5
36.9
853
122.2
60.0
166
105.6
66.9
183.3
6.9
116.5
32.7
1.1
03
0.5
35.9
81.6
117.5
60.0
16.3
101.2
66.9
193.8
6.9
127.0
31.0
1.2
03
0.5
35.0
783
113.3
60.0
16.0
97.3
66.9
203.9
6.9
137.1
29.4
13
0.2
0.5
343
753
109.6
60.0
15 8
93.8
66.9
213.7
6.9
146.8
28.1
1.4
0.2
0.5
33.7
72.5
1063
60.0
15.6
90.6
67.0
223.1
7.0
156.2
26.9
1.5
0.2
0.5
33.2
70.0
103.2
60.0
15.5
87.8
67.0
2323
7.0
165.3
25.8
1.6
0.2
0.6
32.8
67.7
100.5
60.0
15.3
85.1
67.1
241.2
7.1
174.1
24.9
1.7
0.2
0.6
32.4
65.6
98.0
60.0
15.2
82.7
67.1
249.8
7.1
182.7
24.0
1.8
0.2
0.6
32.1
63.6
95.6
60.0
15.1
80.5
67.2
258.2
7.2
191.0
23.2
1.9
0.2
0.6
31.8
61.7
93.5
60.0
15.0
78.5
673
2664
73
199.1
223
2.0
0.2
0.6
31 5
60.0
91 5
60.0
14.9
76.5
67.4
274.4
7.4
207.1
21.9
2.1
0.2
0.6
31.3
583
89.6
60.0
14.9
74.7
67.4
2823
7.4
214.8
21.3
2.2
0.1
0.6
31.1
56.8
87.9
600
14.8
73.1
67.5
289 9
7.5
222.4
20 7
23
0.1
0.6
30.9
55.3
86 2
60.0
14.7
71.5
67.6
297.4
7.6
229.8
20.2
2.4
0.1
0.6
30.7
54.0
84.7
60.0
14.7
70.0
67.7
304 8
7.7
237.1
19 7
2.5
0.1
0.6
30.5
52.7
83.2
60.0
14.6
68 6
67.8
312.0
7.8
244.2
19.2
2.6
0.1
0.6
30.4
514
81.8
60.0
14.6
67.2
67.9
319.1
7.9
251.2
18.8
2.7
01
0.6
303
50.2
80.5
60.0
14.5
66.0
67.9
326 0
79
258.1
18.4
2.8
0.1
0.6
30 1
49.1
793
60.0
14.5
64.8
68.0
332.9
8.0
264.9
180
2.9
0.1
0.6
30.0
48.1
78.1
60.0
14.5
63.6
68 1
339.6
81
271.5
17.7
3.0
0.1
0.6
29.9
47.0
76 9
60.0
14.4
62.5
68.2
346.2
8.2
278 0
173
■3-Table 4.5 Features of the Irrigation System for Bale-Gadula Irrigation & Drainage Project
Soil Intake
Family
Simulated
through
Modelling
Furrow Characterstics Simulated Employing USDA-SCS Methodology
Application depths
(mm)
Application Losses
(mm)
Inflow (Ifc)
Length
(m)
Spacing
(m)
Slope (%)
Manning Roughness
(n)
Advance Time(min)
Intake  Opp Time(min)
Net
Depth
Gross
Depth
Deep Percolation
Runoff
Appfcation
Eff(%)
2.0
1.6
200
0.75
0.75
0.04
55.00
130.80
60 00
83.70
20.20
3 50
72
1.5
1.3
200
0.75
0.75
0.04
57.60
164 10
60.00
85.30
14.90
10.50
70
1.0
0.8
200
0.75
0.75
004
75.60
255 80
60.00
81.90
11 80
10.10
73
0.8
0.6
200
0.75
1.00
0.04
76.40
334 50
60.00
80.30
8.20
12.00
75
0.5
0.3
200
0.75
0.75
0.04
179 50
679.00
60.00
81.50
10 60
10.90
74
0.2
0.2
200
0.75
1.00
0.10
130.40
284.30
60.00
85 30
17 90
7.40
70Appendix-IV
Irrigation Scheduling at Tertiary Unit (TU) Level
Table -IV-1 Scheduling Made for Block-1-1 in the BAGID Project
No o! krigators/HH
3
No of Furrows Handled by a Farmer at Once
13
Total inflow at SC-1-1 (cumcs)
0.0235
TCs level duty(l/s/ha)=
1.2
TU Related Design Parameters
Furrow Parameters
TU Irrigation Time by Soil Intake Families (days)
No of Ini  gation Days to Complete one Tl             (Days)
2.0
1.5
1.0
0.8
0.2
2.0
1.5
1.0
0.8
0.2
SN
Name of off-
taking
Channel
length   of TC in (m)
AREA
(ha)
Discharge of
Off-
takingChann
el(m3/sec)
Furrow
Spacing
No of
Furrows
130.8
164.1
255.8
334.5
284 3
Total No
of HHs in
aTU
130.8
164.1
255.8
334 5
679
Catagories of
Cycles in the
Rotation
1
TU-1-1-1
93C
10
0 0120
0.75
2481
4508
566
882
1153
980
10.00
5.01
6.28
9.79
12.81
10.89
1st Cycle
2
TU-1-1-2
1061
25
0.0300
0.75
2828
513.8
645
1005
1314
1117
25.00
2.28
2.87
4.47
5.84
4.96
2nd Cycle
1991
35
0.0420
35
7.29208
9.14855
14.2608
18.6483337
IS.8497
Table - IV-2 Scheduling Made for Block-1-2 in the       BAGID Project
No of krigators/HH
3
No of Furrows Handled by a Farmer at Once
3
Total inflow al SC-1-2 (l/s)
0.067
TCs level duty(l/s/ha)=
L2
TU Related Design Parameters
Furrow Parameters
TU Irrigation Time by Soil Intake Families (days)
No of Irrigation Days to Complete one TU (Days)
2.0
1.5
1.0
0.8
0.2
2.0
1.5
1.0
0.8
0.2
SN
Name of off-
taking
Channel
length of
TC in (m)
AREA
(ha)
Discharge of
Off-
takingChann
e!(m3/sec)
Furrow
Spacing
No Of
Furrows
130.8
164.1
255.8
334 5
284 3
Total No
of HHs in
aTU
130.8
164.1
255 8
334.5
679
Catagories of
Cycles in the
Rotation
1
TU-1-14-3
1326
55
0.0660
0.75
3537
642.6
806
1257
1643
1397
55.00
1.30
1.63
2.54
3.32
2.82
1st Cycle
•7
TU-1-14-4
1582
45
0.0540
0.75
4218
766.3
961
1499
1960
1666
45.00
1.89
2.37
3.70
4.84
4.11
2nd Cycle
2908
100
0.12
100
3
4
6
8
7
Table -I  v-3 Scheduling Made for Block-1-3 in the BAGID Project
No of Irngators/HH
3
No of Furrows Handled by a Farmer at Once
3
Total inflow at SC- 1-2 (l/s)
0.198
TCs level duty(l/s/ha)=
1.2
TU Related Design Parameters
Furrow Parameters                       TU Irrigation Time by Soil Intake Families (days)
No of Irrigation Days to Complete one TU (Days)
2.0
1.5
1.0
0.8
0.2
2.0
1.5
1.0
0.8
0.2
SN
Name of off-
taking
Channel
length of
TC in (m)
AREA
(ha)
Discharge of
Off-
takingChann
el(m3/sec)
Furrow
Spacing
No of
Furrows
130.8
164 1
255.8
334.5
284.3
Total No
of HHs in
aTU
130 8
164.1
255.8
334.5
679
Catagories of
Cycles in the
Rotation
1
TU-1-3-1
1393.6
45
0.0540
0.75
3716
675.1
847
1320
1727
1467
45.00
1.67
209
3.26
4.26
3.62
2
TU-1-3-2
985.03
40
0.0480
0.75
2627
477.2
599
933
1220
1037
40.00
1.33
1.66
2.59
3.39
2.88
3
TU-1-3-3
1292.5
45
0.0540
0.75
3447
626.1
786
1225
1601
1361
45.00
1.55
1.94
3.02
3.95
3.36
1st Cycle.-
4
TU-1-3-4
1077
40
0.0480
0.75
2871
521.6
654
1020
1334
1134
40.00
1.45
1.82
2.83
3.71
3.15
5
TU-1-3-5
932
35
0.0420
0.75
2485
451.4
566
883
1154
981
35.00
1.43
1.80
2.80
3.66
3.11
6
TU-1-3-6
731
30
0.0360
0.75
1949
354.1
444
692
905
770
30.00
1.31
1.65
2.56
3.35
2.85
7
TU-1-3-7
621
25
0.0300
0.75
1655
300.6
377
588
769
653
25.00
1.34
1.68
2.61
3.42
2.90
8
TU-1-3-8
599
20
0.0240
0.75
1597
290.1
364
567
742
631
20.00
1.61
2.02
3.15
4.12
3.50
9
TU-1-3-9
295
10
0.0120
0.75
788
143.1
180
280
366
311
10.00
1.59
1.99
3.11
4.07
3.46
10
TU-1-3-10
349
5
0.0060
0.75
930
168.9
212
330
432
367
5.00
3.75
4.71
7.34
9.60
8.16
2nd Ccycleof
Rotation with a
maximum
irrigation time
of 8.5 days
I
I
295                  0.354
I
295
17.0237
21.3577
33.2926
43.535445
37.0019Appendix-IV
Irrigation Scheduling at Tertiary Unit (TU) Level
Table IV - 4 Scheduling Made for Block-1-4 in the BAGID Project
No of Irrigators/HH
3
No of Furrows Handled by a Farmer at Once
3
Total inflow at SC-1-2 (l/s)
0.034
TCs level duty(l/s/ha)=
1.2          "T
TU Related Design Parameters
Furrow Parameters
TU Irrigation Time by Soil Intake Families (days)
No of Irrigation Days to Complete one TU (Days)
Name of off-
taking
Channel
Off-
takingChann
el(m3/sec)
2.0
1.5
1.0
0.8
0.2
2.0
1.5
1.0
0.8
0.2
SN
length of
TC in (m)
AREA
(ha)
Furrow
Spacing
No of
Furrows
130.0
164.1
255 8
334.5
284.3
Total No
of HHs in
a TU
130 8
164.1
255.8
334.5
679
Catagories of
Cycles in the
Rotation
1
TU-1-4 1
1299
50
0.06
0.75
3464
629.4
790
1231
1609
1368
50.00
1.40
1.75
2.74
3.58
3.04
1st Cycle -s
2
TU-1-4-2
1274
50
0.06
0.75
3398
617.4
775
1207
1579
1342
50.00
1.37
1.72
2.68
3.51
2.98
3
TU-1-4-3
1185
25
0.03
1.75
1354
245.9
309
481
629
535
25.00
1.09
1.37
2.14
2.80
2.38
2nd Cycle
3758
125
0.15
125
3.86354
4.84715
7.55576
9.88038667
8.39759
s
Table IV-5 Scheduling Made for Block-1-5 in the BAGID Project
No of Furrows Handled by a Farmer at Once
No of Irrigators/HH
3
3
Total inflow at SC-1-2 (l/s)
0.084
TCs level duty(l/s/ha)=
1.2
TU Related Design Parameters
Furrow Parameters
TU Irrigation Time by Soil Intake Families (days)
No of Irrigation Days to Complete one TU (Days)
2.0
1.5
1.0
0.8
0.2
2.0
1.5
1.0
0.8
0.2
SN
Name of off-
taking
Channel
length of
TC in (m)
AREA
(ha)
Discharge of
Off-
takingChann
el(m3/sec)
Furrow
Spacing
No of
Furrows
130.8
164.1
255.8
1 ’’334.5
284.3
Total No
of HHs in
aTU
130.8
164.1
255.8
334.5
679
Catagories of
Cycles In the
Rotation
1
TU-1-5-1
1299
50
0.060
0.75
3464
629.4
790
1231
1609
1368
50.00
1.40
1.75
2.74
3.58
3.04
1st Cycle
2
TU-1-5-2
1274
50
0.060
0.75
3398
617.4
775
1207
1579
1342
50.00
1.37
1.72
2.68
3.51
2.98
J
TU-1-5-3
1185
25
0.030
1.75
1354
245.9
309
481
629
535
25.00
1.09
1.37
2.14
2.80
2.38
2nd Cycle
f
3758
125
0.150
125
4
5
8
10
8
Table -1 V-6 Scheduling  Vfade for Block-1-6 in the BAGID Project
No of Furrows Handled by a Farmer at Once
No of Irrigators/HH
3
3
Total inflow at SC-1-2 (l/s)
0.074
TCs level duty(l/s/ha)=
1.2
TU Related Design Parameters
Furrow Parameters
TU Irrigation Time by Soil Intake Families (days)
No of Irrigation Days to Complete one TU (Days)
2.0
1.5
1.0
0.8
0.2
2.0
1.5
1.0
0.8
0.2
SN
Name of off-
taking
Channel
length of
TC in (m)
AREA
(ha)
Discharge of
Off-
lakingChann
el(m3/sec)
Furrow
Spacing
No of
Furrows
130.8
164.1
255.8
334.5
284 3
Total No
of HHs in
aTU
130.8
164.1
255.8
334.5
679
Catagories: of
Cycles irtfthe
Rotation
1
TU-1-6-1
824
35
0.042
0.75
2197
399.2
501
781
1021
868
35.00
1.27
1.59
2.48
3.24
2.75
1st Cycle
2
TU-1-6-2
1120
40
0.048
0.75
2988
542.8
681
1062
1388
1180
40.00
1.51
1.89
2.95
3.86
3.28
3
TU-1-6-3
1294
35
0.042
0.75
3451
626.9
787
1226
1603
1363
35.00
1.99
2.50
3.89
5.09
4.33
2nd Cycle 3T 1st Cycle —
3239
110
0.132
110
5
6
9
12
10
tn
-2-Appendix-IV Irrigation Scheduling at Tertiary Unit (TU) Level
Table -IV-7 Scheduling Made for Block-1-7 In the BAG ID Project
No of Furrows Handled by a Farmer at Once
No of Irrigalors/HH
3
3
Total inflow at SC-1-2 (l/s)
0.101
TCs level duly(l/s/ha)=
1.2           —•
TU Rel    ated Design  Parameters
Furrow Parameters
TU Irrigation Time by Soil Intake Families (days)
No of Irrigation Days to Complete one TU            (Days)
2.0
1.5
1.0
0.8
0.2
2.0
1.5
1.0
08
0.2
SN
Name of off-
taking
Channel
length of
TC in (m)
AREA
(ha)
Discharge of
Off-
takingChann
el(m3/sec)
Furrow
Spacing
No of
Furrows
130.8
164.1
255.8
334.5
284.3
Total No
of HHs in
a TU
130.8
164.1
255.8
334.5
679
Catagories of
Cycles In'the
Rotation
1
TU-1-7-1
99.88
5
0.006
0.75
266
48.4
61
95
124
105
5.00
1.08
1.35
2.10
2.7S
2.34
2
TU-1-7-2
146 86
5
0.006
0.75
392
71.1
89
139
182
155
5.00
1.58
1.98
3.09
4.04
3.44
3
TU-1-7-3
722.49
15
0.018
0.75
1927
350.0
439
684
895
761
15.00
2.59
3.25
5.07
6 63
5.64
-X
4
TU-1-7-4
904.65
40
0.048
0.75
2412
438.3
550
857
1121
953
40.00
1.22
1.53
2.38
3.11
2.65
1st Cycle
5
TU-1-7-5
843.92
30
0.036
0.75
2250
408.8
513
800
1046
889
30.00
1.51
1.90
2.96
3.87
3.29
6
TU-1-7-6
G22.89
25
0.030
0.75
1661
301.8
379
590
772
656
2S.00
1.34
1.68
2.62
3.43
2.92
7
TU-1-7-7
678.52
15
0.018
0.75
1809
328.7
412
643
841
714
15.00
2.43
3.05
4.76
6.23
5.29
8
TU-1-7-8
575
15
0.018
1.75
657
119.4
150
233
305
259
15.00
0.88
1.11
1.73
2.26
1.92
2nd Cycle
4594.21
150
0.180
150.00
5
7
10
13
11
Table -IV-8 Scheduling Made for Block-1-8 In the     BAG ID Project
a.
No of Furrows Handled       by a Farmer at Once
No of Irrigators/HH
3
3
Total inflow al SC-1-2 (l/s)
0.127
TCs level duty(l/s/ha)=
1.2
TU Related Design Parameters
Furrow Parameters
TU Irrigation Time by Soil Intake Families (days)
No of Irrigation Days to Complete one TU (Days)
2.0
1.5
1.0
08
0.2
20
1.5
1.0                               0.8| 02
SN
Name of off-
taking
Channel
length of
TC in (m)
AREA
(ha)
Discharge of
Off-
takingChann
el(m3/sec)
Furrow
Spacing
No of
Furrows
130.8
164.1
255.8
334 5
284.3
Total No
of HHs in
a TU
130.8
164.1
255.8
334.5
679
I
Catagones^of Cycles in the
Rotation
1
TU-1-8-1
498
20
0.024
0.75
1328
241.3
303
472
617
525
20.00
1.34
1.68
2.62
3.43
2.91
1st Cycle
2
TU-1-8-2
752
30
0.036
0.75
2004
364.1
457
712
931
791
30.00
1.35
1.69
2.64
3.45
2.93
S
3
TU-1-8-3
793
30
0.036
0.75
2114
384.1
482
751
982
835
30.00
1.42
1.78
2.78
3.64
3.09
4
TU-1-8-4
747
30
0.036
0.75
1991
361.7
454
707
925
786
30.00
1.34
1.68
2.62
3.43
2.91
2nd Cycle*-
S
TU-1-8-5
777
30
0.036
0.75
2071
376.3
472
736
962
818
30.00
1.39
1.75
2.73
3.S6
3.03
6
TU-1-8-6
729
30
0.036
0.75
1943
353.1
443
690
903
767
30.00
1.31
1.64
2.56
3.34
2.84
c
7
TU-1-8-7
794
20
0.024
0.75
2118
384.8
483
7S3
984
836
20.00
2.14
2.68
4.18
5.47
4.65
1st Cyclfc
5089                 190
0.228
190.00
10
13
20
26
22      1
3-Appendix-IV Irrigation Scheduling at Tertiary Unit (TU) Level
Table -IV-9 Scheduling Made for Block-1-9 in the BAGID Project
.* •
No of Irrigalors/HH
13
No of Furrows Handled       by a Farmer at Once                             3            Total inflow a! SC-1-2 (l/s)
0.134]           TCs level duty(l/s/ha)=
1.2
TU Related Design Parameters
Furrow Parameters
TU Irrigation Time by Soil Intake Families (days)
No of Irrigation Days to Complete one TU (Days)
2.0
1.5
1.0
0.8
0.2
2.0
1.5
1.0
0.8
0.2
SN
Name of off-
taking
Channel
length   of TC in (m)
AREA
(ha)
Discharge of
Off-
takingChann
el(m3/sec)
Furrow
Spacing
No of
Furrows
130.8
164.1
255.8
334.5
284.3
Total No
ofHHs in
a TU
130.8
164.1
255.8
334.5
679
Catagories of
Cycles in’the
Rotation
1
TU-1-9-1
1095
35
0.042
0.75
2919
530.4
665
1037
1356
1153
35.00
1 68
2.11
3.29
4.31
3.66
1st Cycle
2
TU-1-9-2
1500
50
0.060
0.75
3999
726.5
911
1421
1858
1579
50.00
1.61
2.03
3.16
4.13
3.51
3
7U-1-9-3
1582
50
0.060
0.75
4219
766.5
962
1499
1960
1666
50.00
1.70
2.14
3.33
4.36
3.70
s
2nd Cyc!£
4
TU-1-9-4
1071
35
0.042
0.75
2855
518.7
651
1014
1327
1127
35.00
1.65
2.07
3.22
4.21
3.S8
jje-
s
5
TU-1-9-5
784
30
0.036
0.75
2091
379.8
476
743
971
826
30.00
1.41
1.76
2.75
3.60
3.06
1st Cycle
6031
200
0.240
200.00
8
10
16
21
18
Table -  IV-10 Schedulinf  Made for Block-1-10 in the BAGID Project
No of Furrows Handled by a Farmer at Once
No of Irrigators/HH
3
3
Total inflow al SC-1-2 (l/s)
0.208
TCs level duty(l/s/ha)=
1.2
TU Related Design Parameter;
Furrow Parameters
TU Irrigation Time by Soil Intake Families (days)
No of Irrigation Da
ys to Complete one TU (Days)
Discharge of
Off-
takingChann
el(m3/sec)
2.0|                 1.5
1.0
0.8
0.2
2.0
1.5
1.0
0.8| 0.2
SN
Name of off-
taking
Channel
length of
TC in (m)
AREA
(ha)
Furrow
Spacing
No of
Furrows
130.8
164 1
255.8
334.5
284 3
Total No
of HHs in
aTU
130 8
164.1
2558
334.5
679
Catagories of
Cycles In the
Rotation
1
TU-1-10-1
754
2
TU-1-10-2
1753
3
TU-1-10-3
2018
4
’ TU-1-10-4
2030
30
65
75
80
60
45
10
0.036
0.75
2012
365.4
458
715
935
794
30.00
1.35
1.70
2.65
3.46
2.94
1st Cycle
0.078
0.75
4673
849.0
1065
1660
2171
1845
65.00
1.45
1.82
2.84
3.71
3.15
0.090
0.75
5383
977.8
1227
1912
2501
2125
75.00
1.45
1.82
2.83
3.70
3.15
2nd Cycle
0.096
0.75
5413
983.5
1234
1923
2515
2138
80.00
1.37
1.71
2.67
3.49
2.97
5
TU-1-10-5
1483
0.072
0.75
3953
718.2
901
1405
1837
1561
60.00
1.33
1.67
2.60
3.40
2.89
w■
•»>-
6
TU-1-10-6
1182
0.054
1.75
1351
245.4
308
480
628
533
45.00
0.61
0.76
1.19
1.55
1.32
7
TU-1-10-7
938
0.012
2.75
682
124.0
156
242
317
269
10.00
1.38
1.73
2.69
3.52
2.99
t
1st Cycle
10158
310
0.438
310.00
9
11
17
23
19
4Appendix-IV Irrigation Scheduling at Tertiary Unit (TU) Level
Table -IV-10 Scheduling Made for Olock-1-10 in the BA
No of Irrigators/HH
GID Project
3
No of Furrows Handled by a Farmer al Once
—i,
3
total inflow at SC-1-2 (l/s)
0.208
TCs level duty(l/s/ha)=
1.2 *
TU Re'.ated Design Parameters
Furrow Parameters
TU Irrigation Time by Soil Intake Families (days)
No of Irrigation Days to Complete one TU (Days)
i.6
~H)
0.8
0.2
2.0
----------f.5
1.0
6.6
0.2
SN
Name of off-
taking
Channel
length   of TC in (m)
AREA
(ha)
Discharge of
Off-
takingChann
el(m3/sec)
Furrow
Spacing
No of
Furrows
130.8
164.1
255.8
334 5
284.3
Total No
ofHHs in
a TU
130.8
164.1
255.8
334.5
679
— ij
Catagories of Cycles In the
Rotation
1
TU-1-10-1
754
30
0.036
0.75
2012
365.4
458
715
935
794
30.00
1.35
1.70
2.65
3.46
2.94
1st Cycle 4
2
TU-1-10-2
1753
65
0.078
0.75
4673
849.0
1065
1660
2171
1845
65.00
1.45
1.82
2.84
3.71
3.15
3
TU-1-10-3
2018
75
0.090
0.75
S383
977.8
1227
1912
2501
2125
75.00
1.45
1.82
2.83
3.70
3.15
2nd Cycle
4
TU-1-10-4
2030
80
0.096
0.75
5413
983.S
1234
1923
2515
2138
80.00
1.37
1.71
2.67
3.49
297
W
5
TU-1-10-5
1483
60
0.072
0.75
3953
718.2
901
1405
1837
1561
60.00
1.33
1.67
2.60
3.40
2.89
3rd Cycle
6
TU-1-10-6
1182
45
0.054
1.75
1351
245.4
308
480
628
533
45.00
0.61
0.76
1.19
1.55
1.32
3s-
7
TU-1-10-7
938
10
0.012
2.75
682
124.0
156
242
317
269
10.00
1.38
1.73
2.69
3 52
2.99
1st Cycle/
10158
310
0.438
310.00
9
11
17
23
Table-  V-ll Scheduling Made for Block-1-11 in the BAGID Project
*
No of Furrows Handled by a Farmer at Once
No of Irrigators/HH
3
3
Total inflow at SC-1-2 (l/s)
0.114
TCs level duty(l/s/ha)=
1.2
TU Related Design Parameters
Furrow Parameters
TU Irri? ation Time by Soil Intake Families (days)
No of Irrigation Days to Complete one TU (Days)
-■r
2.0
1.5
1.0
0.8
0.2
2.0              1.5              1.0
0.8
0.2
SN
Name of off-
taking
Channel
length  of TC in (m)
AREA
(ha)
Discharge of
Off-
takingChann
el(m3/sec)
Furrow
Spacing
No Of
Furrows
130.8
164.1
255.8
334.5
284.3
Total No
ofHHs In
aTU
130.8
164.1
255.8
334.5
679
Catagories of
Cycles In the
Rotatloft
1
* TU-1-11-1
1953
90
0.108
0.75
5207
945.9
1187
1850
2419
2056
90.00
1.17
1.47
2.28
2.99
2.54
1st Cycle #
2
TU-1-11-2
1281
45
0.054
0.75
3415
620.3
778
1213
1586
1348
45.00
1.53
1.92
3.00
3.92
3.33
3
TU-1-11-3
509
15
0.018
0.75
1358
246.8
310
483
631
536
15.00
1.83
2.29
3.57
4.67
3.97
4
TU-1-11-4
288
10
0.012
0.75
768
139.5
175
273
357
303
10.00
1.55
1.94
3.03
3.96
3.37
&
w-
4k
5
TU-1-11-5
231
10
0.012
0.75
617
112.1
141
219
287
244
10.00
1.25
1.56
2.44
3.1S
2.71
V
2nd Cycles
4262
170
0.204
170.00
7
9
14
19
16
--aAppendix-tV
Irrigation Scheduling at Tertiary Unit (TU) Level
Table -IV-12 Scheduling Made for Block-1-12 in the BAGID Project
No of Furrows Handled by a Farmer at Once
No of Irrigators/HH
3
3
Total inflow at SC-1-2 (l/s)
0.131
TCs level duty(l/s/ha)=
1.2 *
TU Related Design Parameters
Furrow Parameters
TU Irrigation Time by Soil Intake Families (days)
No of Irrigation Days to Complete one TU (Days)
2.0
1.5
1.0
0.8
0.2
2.0
1.5
1.0
0.8
0.2
SN
Name of off-
taking
Channel
length   of TC in (m)
AREA
(ha)
Discharge of
Off-
takingChann
el(m3/sec)
Furrow
Spacing
No of
Furrows
130.8
164.1
255.8
334.5
284.3
Total No
of HHs in
aTU
130 8
164.1
255.8
334.5
679
=5
CatagorieFof Cycles In the
Rotation
1
TU-1-12-1
1459.99
45
0.054
0.75
3893
707.3
887
1383
1809
1537
45.00
1.75
2.19
3.42
4.47
3.80
1st Cycle
2
TU-1-12-2
1219.09
40
0.048
0.75
3251
590.6
741
1155
1510
1284
40.00
1.64
2.06
3.21
4.20
3.57
3
TU-1-12-3
1268.75
45
0.054
0.75
3383
614.6
771
1202
1572
1336
45.00
1.52
1.90
2.97
3.88
3.30
w*
4
TU-1-12-4
963.48
35
0.042
0.75
2569
466.8
586
913
1194
1015
35.00
1.48
1.86
2.90
3.79
3.22
5
TU-1-12-5
772.49
30
0.036
0.75
2060
374.2
470
732
9S7
813
30.00
1.39
1.74
2.71
3.54
3.01
2nd Cycle
6
TU-1-12 6
609.13
20
0.024
1.75
696
126.5
1S9
247
323
275
20.00
0.70
0.88
1.37
1.80
1.53
5684
195
0.258
195.00
8
10
15
20
17
Table -IV-13 Scheduling Made for Block-1-13 in the BAGID Project
No of Irrigators/HH
3
No of Furrows Handled by a Farmer at Once                                    3                  Total inflow at SC-1-2 (l/s)
0.077              TCs level duty(l/s/ha)=
1.2
TU Related Design Parameters
Furrow Parameters
TU Irrigation Time by Soil Intake Families (days)
No of Irrigation Days to Complete one TU (Days)
Discharge of
Off-
takingChann
el(m3/sec)
2.0
1.5
1.0
0.8
0.2
2.0
1.5
1.0
0.8
0.2
SN
Name of off-
taking
Channel
length  of TC in (m)
AREA
(ha)
Furrow
Spacing
No of
Furrows
130.8
164.1
255.8
334 5
284.3
Total No
of HHs in
aTU
130.8
164.1
2558
334.5
679
3E
Catagorierof Cycles in.the
Rotation
1
TU-1-12-1
1873
65
0.078
0.75
4995
907.5
1139
1775
2321
1973
65.00
1.55
1.95
3.03
3.97
3.37
1st Cycle
2
TU-1-12-2
1372
50
0.060
0.75
3659
664.8
834
1300
1700
1445
50.00
1.48
1.85
2.89
3.78
3.21
2nd Cycle
3246
115
0.138
115
3
4
6
8
7
ss
Table -iV-15 Scheduling Made for Block-1-15 in the BAGID Project
’i
-•*
No of Irrigators/HH
3
No of Furrows Handled by a Farmer at Once                                     3                  Total inflow at SC-1-2 (l/s)
0.067              TCs level duty(l/s/ha)=
1.2
TU Related Design Parameters
Furrow Parameters
TU Irrigation Time by Soil Inta ke Families (days)
No of Irrigation Days to Complete one TU (Days)
Discharge of
Off-
takingChann
el(m3/sec)
2.0
1.5
1.0
0.8
0.2
2.0
1.5
1.0
0.8
0.2
SN
Name of off-
• taking
Channel
length  of TC in (m)
AREA
(ha)
Furrow
Spacing
No of
Furrows
130.8
164.1
255.8
334.5
284.3
Total No
of HHs in
aTU
130.8
164.1
255.8
334.5
679
Catagorleftof Cycles InThe
Rotation-
1
TU-1-15-1
1336
50
0.060
0.75
3562
647.0
812
1265
1655
1406
50.00
1.44
1.80
2.81
3.68
3.13
1st Cycle
2
TU-1-15-2
1104
50
0.060
0.75
2945
535.0
671
1046
1368
1163
50.00
1.19
1.49
2.33
3.04
2.58
2nd Cycle
3
TU-1-15-3
796
30
0.036
1.75
910
165.3
207
323
423
359
30.00
0.61
0.77
1.20
1.57
1.33
2440
100
0.120
100
3
3
5
7
6S JS JI
Appendix-IV Irrigation Scheduling at Tertiary Unit (TU) Level
Table -IV-14 Scheduling Made for Block-1-14 in the BAGID Project
No of Furrows Handled by a Farmer at Once
No of Irngators/HH
3
3
Total inflow al SC-1-2 (cumcs)
0.007
TCs level dutyfl/s/ha) =
1.2
TU Related Design Parameters
Furrow Parameters
TU Irrigation Time by Soil Intake Families (days)
No of Irrigation Days to Complete one TU            (Days)
Name of off-
taking
Channel
length of
TC in (m)
AREA
(ha)
Discharge of
Off-
takingChann
el(m3/sec)
Furrow
Spacing
No of
Furrows
2.0
1.5
1.0
08
0.2
Total No
ofHHs In
a TU
2.0
1.5
1.0
0.8
0.2
SN
130.8
164.1
255.8
334.5
284.3
130.8
164.1
255.8
334 5
679
Categories of Cycles lntthe
Rotation,.
1
TU-1-14-1
199
5
0.0060
0.75
531
96.5
121
189
247
210
5.00
2.14
2.69
4 19
5.49
4.66
2
TU-1-14-2
489
25
0.0300
0.75
1304
236.8
297
463
606
515
25.00
1.05
1.32
2.06
2.69
2.29
S
£
3
TU-1-14-3
845
30
0.0360
0.75
2253
409.4
514
801
1047
890
30.00
1.52
1.90
2.97
3.88
3.30
4
TU-1-14-4
703
25
0.0300
0.75
1875
340.6
427
666
871
740
25.00
1.51
1.90
2.96
3.87
3.29
5
TU-1-14-5
333
15
0.0180
0.75
888
161.4
202
316
413
351
15.00
1.20
1.50
2.34
3.06
2.60
6
TU-1-14-6
334
10
0.0120
0.75
890
161.7
203
316
413
351
10.00
1.80
2.25
3.51
4.59
3.90
7
TU-1-14-7
538
25
0.0300
0.75
1435
260.8
327
510
667
567
25.00
1.16
1.45
2.27
2.96
2.52
8
TU-1-14-8
1291
45
0.0540
0.75
3442
625.3
784
1223
1599
1359
45.00
1.54
1.94
3.02
3.95
3.36
*
1st Cydtof Rotation with a
maximum. Irrigation Time
of 5.5 days
9
TU-1-14-9
1234
45
0.0540
0.75
3290
597.6
750
1169
1528
1299
45.00
1.48
1.85
2.89
3.77
3.21
10
TU-1-14-10
684
25
0 0300
0.75
1825
331.5
416
648
848
721
25.00
1.47
1.85
2.88
3.77
3.20
11
TU-1-14-11
637
20
0.0240
0.75
1700
308.8
387
604
790
671
20.00
1.72
2.15
3.36
4.39
3.73
12
TU-1-14-12
475
10
0.0120
0.75
1268
230.3
289
450
:             589
501
10.00
2.56
3.21
5.0C
6.54
5.56
<3
TU-1-14-13
459
10
0.0120
0.75
1223
222.1
279
434
568
483
10.00
2.47
3.1C
4.83
6.31
S.3(
14
TU-1-14-14
597
20
0.0240
0.75
1593
289.4
363
566
740
629
20.00
1.61
2.02
3.V
4.11
3.4<
■4i-
2nd Ccydeof
a • ta
15
TU-1-14-15
584
20
0.0240
0.75
155B
283.0
355
554
724
615
20.00
1.5'
1.9'
3.01
1                4.0
2         3.4
"  Rotation  with  a I         maximujij
•
16
TU-1-14-16
262
10
0.0120
0.75
699
127.0
159
248
325
276
10.00
1.4]
1.7'
2.7
5                3.6
1         3.0
Irrigation  tffne 7 of 6 5 dstys
9665.36
340
0.408
MU
W
7-Appendix-IV Irrigation Scheduling at Tertiary Unit (TU) Level
Table -IV-16 Scheduling Made for Block-1-16 in the BAG ID Project
No of Irngators/HH
3|No of Furrows Handled by a Farmer at Once |                           31        Total inflow at SC-1 -2 (l/s)
0.1311           TCs level duty(l/s/ha)=
1.2
TU Related Design F      Parameters
Furrow Parameters
TU Irrigation Time by Soil Intake Families (days)
No of Irrigation Days to Complete one TU (Days)
2.0
1.5
1.0
0.8
0.2
20
1.5
1.0
0.8
0.2
SN
Name of otf-
taking
Channel
length  of TC in (m)
AREA
(ha)
Discharge of
Off-
takingChann
el(m3/sec)
Furrow
Spacing
No of
Furrows
130.8
164.1
255.8
334.5
284.3
Total No
of HHs in
a TU
130.8
164.1
255.8
334.5
679
*
Catagories of Cycles in the
Rotation
1
TU-1-16-1
1507
60
0.072
0.75
4019
730.1
916
1428
1867
1587
60.00
1.35
1.70
2.64
3.46
2.94
1st Cycle
2
TU-1-16-2
1712
55
0.066
0.75
4567
829.6
1041
1622
. 2122
1803
55.00
1.68
2.10
3.28
4.29
3.64
2nd Cycle
3
TU-1-16-3
925
45
0.054
0.75
2466
448.0
562
876
1146
974
45.00
1.11
1.39
2.16
2.83
2.40
5
1st Cycle E -
4
TU-1-16-4
1068
35
0.042
0.75
2849
517.6
649
1012
1324
1125
35.00
1 64
2.06
3.21
4.20
3.57
2nd Cyctt.
5213
195
0.234
115
3
4
6
8
7
-o
Table -IV-17 Scheduling Made for Block-1-17 in the BAGID Projec
No of Irrigators/HH
3
No of Furrows Handled by a Farmer at Once                                    3                  Total inflow at SC-1-2 (l/s)
0.104|            TCs level duty(l/s/ha)=
1.2
TU Related Design Parameters
Furrow Parameters
TU Irrigation Time by Soil Intake Families (days)
No of Irrigation Days to Complete one TU (Days)
Discharge of
Off-
takingChann
el(m3/sec)
2.0
1.5
1.0
0.8
0.2
2 0]             1.5|             1.0|                  0.8
0.2
SN
Name of off-
taking
Channel
length   of TC in (m)
AREA
(ha)
Furrow
Spacing
No of
Furrows
130.8
164.1
255.8
334.5
284.3
Total No
nf HHs in
aTU
130.8
164.1
255.8
334.5
679
t
Catagories of Cycles in the
Rotation
1
TU-1-17-1
1149
25
0.030
0.75
3064
556.7
698
1089
1424
1210
25.00
2.47
3.10
4.84
6.33
5.38
2
TU-1-17-2
1318
35
0.042
0.75
3514
638 3
801
1248
1632
1387
35.00
2.03
2.54
3.96
5.18
4.40
3
TU-1-17-3
1433
45
0.054
0.75
3822
694.4
871
1358
1776
1509
45.00
1.71
2.15
3.35
4.38
3.73
1st Cyde
•a:
2nd Cycle
4
TU-1-17-4
1781
50
0.060
0.75
4749
862.8
1082
1687
2206
1875
50.00
1.92
2.41
3.75
4.90
4.17
5
TU-1-17-5
1114
40
0.048
0.75
2971
539.7
677
10S6
1380
1173
40.00
1.50
1.88
2.93
3.83
3.26
___
3rd Cycle
6
TU-1-17-6
710
20
0.024
0.75
1895
344.2
432
673
880
748
20.00
1.91
2.40
3.74
4.89
4.16
2nd Cycle
5681
155
0.186
60
5
6
9
12
10
Table IV-18 Scheduling Made for Block 1 18 in the BAGID Projec
No of Irrigators/HH
3
No of Furrows Handled by a Farmer at Once                                     3                   Tolal inflow at SC-1-2 (l/s)
________
No of Irrigation Days to Complete one TU (Days)
0.0601            TCs level duty(l/s/ha)=
1.2
TU Related Design Parameters
Furrow Parameters
TU Irrigation Time by Soil Inta ke Families (days)
1.5
1.0
0.8
0.2
2.0
1.5
1.0
0.8
0.2
SN
Name of off-
taking
Channel
length   of TC in (m)
AREA
(ha)
Discharge of
Off-
takingChann
el(m3/sec)
2.0
Furrow
Spacing
No of
Furrows
130 8
164.1
255.8
334.5
284.3
Total No
of HHs In
aTU
130.8
164.1
255.fi
334.5
67£
**
CatagorleTof Cycles Indhe
Rotation
1
9 TU-1-18-1
2540
70
0.084
0.7S
6772
1230.3
1543
2406
3146
2674
70.0C
1.95
2.45
3.a;
4.9S
4.24
=|—            -st 1st Cycle
2
TU-1-18-2
941
20
0.024
0.75
2511
456.1
572
892
1166
991
20.0C
2.53
3.11
4.9(
6.41
5.5
l        2nd Cydjfu
3481
90
0.108
9C
4
6
9
11
10
*
-8-Appendix-IV Irrigation Scheduling at Tertiary Unit (TU) Level
Table -IV-19 Scheduling Made (or Block-1-19 in the BAGID Project
No of Irrigators/HH        -------- [
3]No of Furrows Handled by a Farmer at Once |                  31        Total inflow at SC-1-2 (l/s)
0.070|             TCs level duty(l/s/ha)=
1.2
TU Related Design Parameters
Furrow Parameters
TU Irrigation Time by Soil Intake Families (days)
No of Irrigation Days to Complete one TU (Days)
2.0
1.5
1.0
08
0.2
2.0
1.5
1.0
0.8
0.2
SN
Name of off-
taking
Channel
length of
TC in (m)
AREA
(ha)
-------- OT----------
takingChann
el(m3/sec)
Furrow
Spacing
No of
Furrows
130.8
164.1
255.8
334.5
284 3
Total No
ofHHs in
a TU
130.8
164.1
255.8
334.5
679
Catagories of
Cycles In the
Rotation
1
TU-1-19-1
1160
35
0.042
0.75
3094
562.1
705
1099
1438
1222
35 00
1.78
2.24
3.49
4.56
3.88
2
TU-1-19-2
1168
35
0.042
0.75
3116
566.0
710
1107
1448
1230
35.00
1.80
2.25
3.51
4.60
3.91
-a
1st Cycle*
3
TU-1-19-3
1349
35
0.042
0.75
3598
653.7
820
1278
1672
1421
35.00
2.08
2.60
4.06
5.31
4.51
2nd Cycle.
2329
105
0.084
70
4
4
7
9
8
Table -I V-20 Scheduling Made (or Block-1-20 In the BAGID Project
No of Irngators/HH
3
No of Furrows Handled by a Farmer at Once
3|           Total inflow at SC-1-2 (l/s)
0.067|            TCs level duty(l/s/ha)=
1.2
TU Related Design Parameters
Furrow Parameters
TU Irrigation Time by Soil Intake Families (days)
No of Irrigation Days to Complete one TU (Days)
2.0
1.5
1.0
0.8
0.2
2.0
“t5]             1.0|
08|           0.2
SN
Name of off-
takmg
Channel
length of
TC in (m)
AREA
(ha)
Discharge of
Off-
takingChann
el(m3/sec)
f.
Furrow
Spacing
No of
Furrows
130.8
164.1
255.8
334.5
284 3
Total No
ofHHs in
aTU
130.8
164.1
255.8
334.5
679
Catagorierof Cycles irrthe
Rotation*
1
TU-1-20-1
1306
50
0.060
0.75
3482
632.6
794
1237
1618
1375
5000
1.41
1.76
2.75
3.59
3.06
1st Cycle
2
TU-1-20-2
962
20
0.024
0.75
2566
466.1
585
912
1192
1013
20.00
2.59
3.25
5.06
6.62
5.63
W*
3
TU-1-20-3
1122
30
0.036
0.75
2993
543.7
682
1063
1390
1182
30.00
2.01
2.53
3.94
5.15
4.38
2nd Cycfr
2268
100
0.120
100
4
5
8
10
9
Table I ’/■21 Scheduling Made for Block-1-21 in the BAGID Project
No of Irrigators/HH
3
No of Furrows Handled by a Farmer at Once                                    3                   Total mllow at SC-1-2 (l/s)
0.111              TCs level duly(l/s/ha)=
L
1.2
TU Related Design Parameters
Furrow Parameters
TU Irrigation Time by Soil Intake Families (days)
No of Irrigation Days to Complete one TU (Days)
2.0
1.5
1.0
0.8
0.2
2.0]             t5]               tO]                   OJ
0.2
SN
Name of off-
taking
Channel
length of TC in (m)
AREA
(ha)
Discharge of
Off-
takingChann
el(m3/sec)
Furrow
Spacing
No Of
Furrows
130 8
164.1
255.8
334 5
284.3
Total No
of HHs in
aTU
130.8
164.1
255 8
334.5
679
-w-
Catagories of Cycles Irrthe
Rotation
1
TU-1-21-1
1007
40
0.048
0.75
2686
488.0
612
954
1248
1061
4000
1.36
1.70
2.6S
3.47
2.95
1st Cycle T"
2
TU-1-21-2
1752
70
0.084
0.75
4673
848.9
1065
1660
2171
1845
70.00
1.35
1.69
2.64
3.45
2.93
3
TU-1-21-3
483
15
0.018
0.75
1288
234.0
294
458
598
509
15.00
1.73
2.17
3.39
4.43
3.71
2nd Cycle,
4
TU-1-21-4
515
20
0.024
0.75
1374
249.6
313
488
i        638
542
20.0C
1.39
1.74
2.71
3.55
3.01
5
TU-1-21-5
580
20
0.024
0.75
1548
281.2
353
550
719
611
20.0C
1 56
1.96
3.Of
4.0C
3.4(
£
1st Cycle
2760
165
0.150
165
7
9
14
19
16      1Appendix-IV
Irrigation Scheduling at Tertiary Unit (TU) Level
Table    V 22 Scheduling Made lor Block-1-22 in the BAGID Project
No of Furrows Handled by a Farmer al Once
No of 'mgators/HH
3
3
lolal inflow at SC-1-2 (l/s)
0.184
TCs level duly(l/s/ha)=
1.2
TU F lated Design Parameters
Furrow Parameters
TU Irrigation 1 ime by Soil Intake Families (days)
No of Irrigation Days to Complete one TU (Days)
20
15
1.0
0.8
0.2
2.0
1.5,            1.0
0.8
0.2
SN
Name of oti
taking
Channel
length  ol TC in (m)
AREA
(ha)
Discharge of
Off-
takingChann
el(m3/sec)
Furrow
Spacing
No of
Furrows
130.8
164.1
255 8
334.5
284.3
Total No
of HHs in
aTU
130 8
164.1
255.8
334.5
679
Catagories of
Cycles in the
Rotation
1
TU-1-22-1
2169
85
0.102
0.75
5783
1050.5
1318
2054
2687
2283
85.00
1.37
1.72
2.69
3.51
2.98
1st Cycle
2
TU-1-22 2
1608
60
0.072
0.75
4289
779.2
978
1524
1993
1694
60.00
1.44
1.81
2.82
3.69
3.14
3
TU-1-22-3
3484
90
0.108
0.75
9291
1687.9
2118
3301
4316
3669
90.00
2.08
2.61
4.08
5.33
4.53
2nd Cycle
4
TU-1-22 4
2311
40
0.048
0.75
6163
1119.7
1405
2190
2863
2434
40.00
3.11
3.90
6.08
7.95
6.76
1st Cycle
9572
275
0.282
275
8
10
16
20
17
Table • V-23 Scheduling Made for Block-1-23 in the BAGID Project
No of Furrows Handled by a Farmer at Once
No of Iffigators/HH
3
3
Total inflow al SC-1-2 (l/s)
0.090
TCs level duly(l/s/ha)=
1.2
TU Related Design Parameters
Furrow Parameters
TU Irrigation Tune by Soil Intake Families (days)
No of Irrigation Oays to Complete one TU (Days)
20
1.5
1.0
0.8
0.2
2.0
1.5
1.0
0.8
0.2
SN
Name of off-
taking
Channel
length of
TC in (m)
AREA
(ha)
Discharge of
Off-
takingChann
el(m3/sec)
Furrow
Spacing
No of
Furrows
130.8
164.1
255.8
334.5
284.3
Total No
of HHs in
aTU
130.8
164 1
255.8
334.5
679
iR
Catagories of Cycles In the
Rotation
1
TJ-1-23 1
1184
40
0.048
0.75
3157
573.4
719
1121
1466
1246
40 00
1.59
2.00
3.12
4.07
3.46
2
TU-1-23-2
1181
40
0.048
0.75
3149
572.0
718
1119
1463
1243
40.00
1.59
1.99
3.11
4.06
3.45
3
TU-1-23-3
1157
40
0.048
0.75
3084
560.3
703
1096
1433
1218
40.00
1.56
1.95
3.04
3.98
3.38
4
TU-1-23-4
1305
15
0.018
0.75
3479
632.0
793
1236
1616
1374
15.00
4.68
5.87
9.16
11.97
10.18
to
1st Cycles 2nd Cycle
1
4826
135
0.162
135
9
12
18
24
20
Table -IV-24 Scheduling Made for Block-1-24 in the BAGIO Project
No of Irngators/HH                      1            3
No of Furrows Handled by a Farmer at Once                                    3            Total inflow at SC-1-2 (l/s)
0.111               TCs level duly(l/s/ha)=
1.2
TU Related Design Parameters
Furrow Parameters
TU Irrigation Time by Soil Intake Families (days)
No of Irrigation Days to Complete one TU (Days)
Ml*
2.0
1.5
1.0
08
0.2
2.0
1.5
1.0
0.8
02
SN
Name of off
taking
Channel
length   of TC in (m)
AREA
(ha)
Discharge of
Off-
takingChann
el(m3/sec)
Furrov/
Spacing
No Of
Furrows
130 8
164.1
255.8
334.5
284.3
Total No
of HHs in
□ TU
130.8
164.1
255.8
334.5
679
Catagories of
Cycles In the
Rotation
1
TU-1-241
2210
70
0.084
0.75
5893
1070.6
H43
2094
2738
2327
7000
1.70
2.13
3.32
4.35
3.69
2
TU-1-2^2
1420
45
0.054
0.75
3786
687.7
H63
1345
1759
1495
45.00
1.70
2.13
3.32
4.34
3.69
3
TU-1-24 3
1713
50
0.060
0/5
4569
830.1
1(141
1623
2123
1804
50.00
1 84
2.31
3.61
4.72
4.01
1st Cycle
2nd Cycle
5343
165
0.198
165
136
171
266
348
690Appendix-IV Irrigation Scheduling at Tertiary Unit (TU) Level
Table -IV-25 Scheduling Made for Block-1-25 in the BAGIO Project
No of Irrigalors/HH
3
No of Fuirows 1 iandied by a Farmer at Once
3                      total inflow at SC-1-2 (l/s)
0.000|              TCs level duty(l/s/ha)=
1.2
TU Related Design Parameters
Furrow Parameters
TU Irrigation Time by Soil Intake Families (days)
No of Irrigation Days to Complete one TU (Days)
2.0
15
10
08
02
2.0
1.5
1.0
0.8
0.2
SN
Name of on-
taking
Channel
length ol
TC in (m)
AREA
(ha)
Discharge of
Off-
takingChann
el(m3/sec)
Furrow
Spacing
No of
Furrows
130 8
164.1
255 8
334 5
284 3
Total No
of HHs in
aTU
130.8
164.1
255 8
334 5
679
Categories of
Cycles in the
Rotation
1
TU-1-25 l
2209
50
0.060
0.75
5890
1070.0
1342
2093
2/36
2326
50.00
2.38
2.98
4.65
6.08
5.17
2
TU-1-25 .’
1351
40
0.048
0.75
3602
654.4
821
1280
1674
1422
40.00
1.82
2.28
3.55
4.65
3.95
3
TU-1-25-3
1083
40
0.048
0.75
2887
524.4
658
1026
1341
1140
40.00
1.46
1.83
2.85
3.73
3.17
1st Cycle
2nd Cycle
4
TU-1-25-4
757
30
0 036
0.75
2018
366.7
460
717
938
797
3000
1.36
1.70
2.66
3.47
2.95
5
TU-1-25 5
548
20
0.024
0.75
1461
2G5.5
333
519
679
577
20 00
1.47
1.85
2.88
3.77
3.21
6
TU-1-25 6
506
15
0.018
0.75
1348
244.9
307
479
626
532
15.00
1.81
2.28
3.55
4.64
3.94
4642
130
0.156
195
136
171
267
349
691
te
w
*■ 1
Table -IV-26 Scheduling Made for Block-1-26 in the BAGID Projec
No of Furrows Handled by a Farmer at Once
No of Irngators/HH
3
3
Total inflow at SC-1-2 (l/s)
0.131
TCs level duty(l/s/ha)=
1.2 “
TU Related Design Parameters
Furrow Parameters
TU Irrigation Time by Soil Intake Families (days)
No of Irrigation Days to Complete one TU (Days)
2.0
1.5
1.0
0.8
0.2
Z0]              V5                1.0
0.8] 0 2
SN
Name of off-
taking
Channel
length of
TC in (m)
AREA
(ha)
Discharge of
Off-
takingChann
el(m3/sec)
Furrow
Spacing
No of
Furrows
130.8
164.1
255.8
334.5
284 3
Total No
of HHs in
aTU
130 8
164.1
255.8
334.5
679
X
Categories of Cycles In the
Rotation
1
TU 1-26 1
663
10
0.012
0.75
1768
321.1
403
628
821
698
1000
3.57
4.48
6.98
9.13
7.76
1st Cycle
2
TU-1-26-2
948
30
0.036
0.75
2527
459.1
576
898
1174
998
30.00
1.70
2.13
3.33
4.35
3.70
3
TU-1-26-3
1078
40
0.048
0.75
2876
522.4
655
1022
1336
1135
40.00
1.45
1.82
2.84
3.71
3.15
4
TU-1-26-4
1685
40
0.048
0.75
4493
816.2
1024
1596
2087
1774
40.00
2.27
2.84
4.43
5.80
4.93
5
TU-1-26-5
1518
40
0.048
0.75
4049
735.6
923
1439
1881
1599
40.00
2.04
2.56
4.00
5.23
4.44
6
TU-1-26-6
1205
25
0.030
0.75
3213
583 7
732
1142
1493
1269
25.00
2.59
3.25
5.07
6.63
5.64
7
TU-1-26-7
671
10
0.012
0.75
1790
325.3
408
636
832
707
10.00
3.61
4.53
7.07
9.24
7.86
i
2nd Cycle
£
•5e
1st Cycle
7769
195                 0.234
195
17
22
34                     44Appendix-IV
Irrigation Scheduling at Tertiary Unit (TU) Level
No of Irngators/HH
3
No of Furrows Handled by a Farmer at Once
3
1 olal mllow al SC-1-2 (l/s)
0 194
TCs level duty(l/s/ha)»
1.2
TU Related Design Parameters
Furrow Paran.eters
TU Irrigation Time by Soil Intake Families (days)
No of Irrigation Days to Complete one T(             J (Days)
2.0
1.5
1.0
08
0.2
2.0
1 5          L. 1-0
0.8
0.2
SN
Name ol off-
taking
Channel
length of
TC in (m)
AREA
(ha)
Discharge of
Off-
lakingChann
el(m3/sec)
Furrow
Spacing
No of
Furrows
130.8
164 1
255.8
334.5
284 3
Total No
ofHHs in
aTU
130 8
164.1
255.8
334.5
679
Catagories of
Cycles in the
Rotation
1
TU-1-27 1
1966
45
0.054
0.75
5243
952.4
1195
1863
2436
2070
45.00
2.35
2.95
4.60
6.01
5.11
2
TU-1-27 2
1012
30
0.036
0.75
2699
490.4
615
959
1254
1066
30.00
1.82
2.28
3.55
4.64
3.95
—
3
TU-1-27 3
1536
45
0.054
0.75
4095
743 9
933
1455
1902
1617
45.00
1.84
2.30
3.59
4.70
3.99
4
TU 1-27-4
930
10
0.012
0.75
2480
450.5
565
881
1152
979
10.00
5.01
6.28
9.79
12.80
10.88
5
TU-1-27 -5
949
25
0.030
0.75
2532
459.9
577
899
1176
1000
25.00
2.04
2.S6
4.00
5.23
4.44
1st Cycle
6
TU-1-27 6
695
20
0.024
0.75
1852
336.5
122
658
731
20.00
1.87
2.35
3.66
4.78
4.06
7
TU-1-27-/
1132
40
0.048
0.75
3019
548.4
□88
1072
861
1402
1192
40.00
1.52
1.91
2.98
3.90
3.31
8
TU-1-27-8
916
20
0.024
0.75
2442
443.7
557
868
1135
964
20.00
2.46
3.09
4.82
6.30
5 36
9
TU-1-27 9
777
25
0.030
0.75
2071
376.3
472
736
962
818
25.00
1.67
2.10
3.27
4.28
3.64
10
TU-1-27-10
636
15
0.018
0.75
1695
307.9
386
602
787
669
15.00
2.28
2.86
4.46
5.83
4.96
11
TU-1-27-1 1
618
15
0.018
0.75
1647
299 1
375
585
765
650
15.00
2.22
2.78
4.33
S.67
4.82
•— 2nd Cycle
1116S
290
0.348
290
25
31
49
64
55
1 able -1V-28 Scheduling Made for Block-1-28 in the BAG ID Projec
No of Furrows Handled by a Farmer at Once
No of Irngators/HH
3
3
Total inllow at SC- 1-2 (l/s)
0.134
TCs level duly(l/s/ha)=
1.2          w»
TU Related Design Parameters
Furrow Parameters
TU Irrigation Time by Soil Intake Families (days)
No of Irrigation Days to Complete one TU (Days)
X.
2.0
1.5
1.0
0.8
0.2
2.0
1.5
1.0
0.8
0.2
SN
Name of off-
taking
Channel
length of
TC in (m)
AREA
(ha)
Discharge of
Off-
takingChann
el(m3/sec)
Furrow
Spacing
No Of
Furrows
130.8
164.1
255.8
334.5
284.3
Total No
of HHs in
aTU
f
130.8
164.1
255.8
334 5
679
Catagories” of
Cycles In the
Rotation
1
TU-1-28-1
1830
60
0.072
0.75
4881
886.7
1112
1734
2267
1927
60.00
1.64
2.06
3.21
4.20
3.57
2
TU-1-28-2
1810
50
0.060
0.75
4828
877.0
1100
1715
2243
190G
50.00
1.95
2.45
3.81
4.98
4.24
3
TU-1-2e-3
1826
65
0.078
0.75
4870
884.7
1110
1730
2262
1923
65.00
1.51
1.90
2.96
3.87
3.29
4
TU-1-28-4
691
25
0.030
0.75
1844
334.9
420
655
856
728
25.00
1.49
1.87
2.91
3.81
3.24
4-
1st Cycle
--r
2nd Cycle
6158
200
0.240
200
7
8
13
17
14Appendix-IV Irrigation Scheduling at Tertiary Unit (TU) Level
Tabic IV-29 Scheduling. Made lor lilock-1-29 in the BAGID Project
No ol l. ri galors/HH
I3
No of Furrows Handled by a Farmer al Once                                    3           I olal inflow al SC- 1-2 (l/s)
TU Related Design Parameters
0.067              TCs level duty(l/s/ha)=            1         1.2
Furrow Parameters
TU Irrigation Time by Soil Intake Families (days)
No of Irrigation Days to Complete one TU (Days)
20
15
10
0.8
0.2
2.0
1.5
1.0
0.8
0.2
SN
Name of off
taking
Channel
length ol
TC in (in)
AREA
(ha)
Discharge of
Off-
takingChann
el(m3/sec)
Furrow
Spacing
No of
Furrows
130.8
164 1
255.8
334.5
284.3
Total No
of HHs in
aTU
130.8
164.1
255.8
334.5
679
Catagories of
Cycles In the
Rotation
1
TU-1-29 I
1351
0.054
0.75
3604
654.7
821
1280
1674
1423
45.00
1.62
2.03
3.16
4.13
3.51
2
TU-1-29-2
1183
0.042
0.75
3155
573.2
719
1121
1466
1246
35.00
1.82
2.28
3.56
4.65
3.96
3
TU-1-29-3
1061
45
35
20
0.024
0.75
2830
514.2
645
1006
1315
1118
20.00
2.86
3.58
5.59
7.31
6.21
1st Cycle
2nd Cycle
3596
100
0.120
100
6
12
16
14
Table IV-30 Scheduling Made for Block-1-30 in the BA
No cl irngators/HH
GID Project
3
No of Furrows Handled       by a Farmer at Once
3
1 otal inflow at SC-1-2 (l/s)
0.087
TCs level duly(l/s/ha)«
1.2
TU Related Design Parameters
Furrow Parameters
TU Irrigation Time by Soil Intake Families (clays)
No ol Irrigation Days to Complete one TU (Days)
2.0
1.5
1.0
0.8
02
2.0
1.5
1.0
0.8
0.2
SN
Name of off-
taking
Channel
length ol
TC in (m)
AREA
(ha)
Discharge of
Off-
takingChann
el(m3/sec)
Furrow
Spacing
No of
Furrows
130.8
164.1
255 8
334.5
284.3
Total No
of HHs in
aTU
130.8
164.1
255.8
334.5
679
Catagories of
Cycles in the
Rotation
1
TU-1-30 1
928
35
0.042
0.75
2475
449.6
564
879
1150
977
35.00
1.43
1.79
2.79
3.65
3.10
2
TU-1-30-2
1223
50
0.060
0.75
3261
592.5
743
1159
1515
1288
50.00
1.32
1.65
2.57
3.37
2.86
1st Cycle
2nd Cycle
3
TU-1-30.3
1190
45
0.054
0 75
3174
576.6
723
1128
1475
1253
45.00
1.42
1.79
2.78
3.64
3.09
1st Cycle 1=7
3341
130
0.156
130
4
5
8
11
9Appendix-IV Irrigation Scheduling at Tertiary Unit (TU) Level
Table -IV-29 Scheduling Made lor Block-1-29 in the DAGID Project______________________________________________
No ol Irrigators/HH
3
No of Furrows Handled by a Farmer al Once
3
Total inllow at SC-1-2 (I’s)
0 067                TCs  evel duty(l/s/ha)=
1.2
TU Related Design Parameters
Furrow Parameters
TU Irrigation Time by Soil Intake Families (days)
No of Irrigation Days to Complete one TU (Days)
SN
Name ol oil
taking
Channel
length      ol TC in (m)
AREA
(ha)
Discharge of
Off-
takingChann
el(m3/sec)
2.0
1.5
1.0
0.8
02
2.0
1.5
10
0.8
0.2
Furrow
Spacing
No ol
Furrows
130.8
164.1
255.8
334.5
284.3
Total No
of HHs In
a TU
130.8
164.1
255.8
334.5
679
Catagories of
Cycles In the
Rotation
1
TU-1-29 1
1351
45
35
20
0.054
0.75
3604
654.7
821
1280
1674
1423
45.00
1.62
2.03
3.16
4.13
3.51
2
TU-1-29 2
1183
0.042
0.7S
3155
573.2
219
1121
1466
1246
35.00
1 82
2.28
3.56
4.65
3.96
3
TU-1-29 3
1061
0.024
0.75
2830
514.2
645
1006
1315
1118
20.00
2 86
3.58
5.59
7.31
6.21
1st Cycle
2nd Cycle
3596
100
0.120
100
6
8
12
16
14
l.iblr -IV-30 Scheduling Made for Ulock-1-30 in the 0AGID Proje
No ol Irrigators/HH
ct
No of Furrows Handled by a Farmer at Once
3
3
Total inllow at SC-1-2 (l/s)
0.087
TCs level duty(l/s/ha)=
1-2
TU Related Design Parameters
Furrow Parameters
TU Irrigation Time by Soil Intake Families (days)
No of Irrigation Days to Complete one TU (Days)
2.0
15
1.0
0.8
0.2
20
1.5
1.0
0.8
0.2
SN
Name of ol!
taking
Channel
length      ol TC in (rn)
AREA
(ha)
Discharge of
Off-
takmgChann
el(m3/sec)
Furrow
Spacing
No of
Furrows
130.8
164.1
255.8
334.5
284.3
Total No
of HHs in
a TU
130.8
164.1
255 8
334.5
679
Catagories of
Cycles in the
Rotation
1
TU-1-30 1
928
35
0.042
0.75
2475
449.6
564
879
1150
977
35.00
1.43
1.79
2.79
3.65
3.10
2
TU-1-30-2
1223
SO
0.060
0.75
3261
592.5
743
1159
1515
1288
50.00
1.32
1.65
2.57
3.37
2.86
1st Cycle
2nd Cycle
3
TU-1-30-3
1190
45
0.054
0.75
3174
576.6
723
1128
1475
1253
45.00
1.42
1.79
2.78
3.64
3 09
1st Cycle
3341
130
0.156
130
4
5
8
11
9
•TAppendix-V Irrigation Scheduling at Individual Crop Level Made for BAGID Project
Table V-1. Soil-Moisture Characterstic Curves for the Command Area of Yadot I & D Project
National Soil Testing Center
Result Sheet for Soil Chemical and Physical Analysis
Study Area - B Gadula
Supplier WWD & S. Enterprise
FC(0.33)Bar
FC(1.0)Bar
FC(3.0) Bar
FC(4.2)Bar
Bar
LAB .NO
Field No
Depth (cm)
%(Wt)
%(Wt)
&(Wt)
%(Wt)
%(Wt)
2566/09
0-30
27.06
24 84
22.96
21.78
21.15
2567/09
30-35
27.63
26.05
24.19
22 86
21.65
2568/09
BYP-52
85-130
26.88
24.95
24.01
22.54
21.64
2569/09
0-60
35.96
33.94
30.87
30.18
30.65
2570/09
60-100
41.05
36.33
34.92
33.53
30.01
2571/09
BYP-28
100-150
48.f7
44.18
42.47
39.40
35.65
2572/09
0-60
26.13
23.56
22.54
21.47
19.29
2573/09
60-100
27.73
25.95
24.14
22.63
21.26
2574/09
BYP-67
100-150
27.67
25 84
24.83
23.04
21.73
2575/09
0-30
28.10
25.36
24 20
22 38
20.96
2576/09
30-85
29.82
25.75
23 29
22 86
21.4
2577/09
BYP-71
85-155
33.17
25.8
24.30
22.73
21.68
2578/09
0-20
41.23
36.61
35.18
23.30
31.11
2579/09
20-80
42.98
39.73
37.63
36 06
34.92
2580/09
BYP-96
0-60
48 08
45.38
41.00
37.60
30.28
Average
0-150
34.1
31.0
29.1
26.8
25.6
Table V-2: Irrigation Scheduling for Red Pepper
Site Name: BAGID Project
So l Type Clay_____________________ |
Soil Moisture Curve_________________ |
rig V-1: Soil Moisture Tension Curve for B Gadula Command Area
Soil Moisture Ten:ion imp)
|aW
0 33|
1
15
Soil Water Content for Potato
Bulk Density (g/cm3)
AW(mm/m)__________________________
Root deplh(rn)______________________
AW(mm)____________________________
P (or Papper________________________
RAW (mm)
Net    oeptn    of    application(mm)
Application Efficiency (%)_____________
Gross depth of Appiication(nirn)
Moisture Tension (bar)
536
ET(mm/day)
KC
Etc(mmZday)
AW Al FC(mm)
AW At PWP(mt
Peff(mm)
MAD (mm)
RAW(mm)
FtekJ Capaciry Lower MAD
10-Feb
3 49
0 44
1 54
0.00
11 -Feb
3 49
0 44
1 54  0,00
12  Feo
3.49
3.49
3.49
0.44
1 54   0.00
536
535
533
13-Feb
0.44
0.44
1-54
000
536
536
536
536
14- Feo
1 54
0 00
15- Feo
3  49
0 44
1 54
16- Feb
3.49
0 44
1 54
0.00
0.00
17- Feb
3.49
0,44
1 54
0  00
18- Feo
3  49
0 44
1 54
0 00
524   MAD is Safe
19- Feb
3  49
0 44
1 54
3  00
522   MAD is Safe
536
536
536
536
536
536
20- Feb
3  49
0 44
1 54
0 00
521   MAO is Safe
536
21- Feb
3 49
0 44
1.54
154'
OOP
510   MAD   Is   Safe
22- Feb
3 49
0 44
0 03
518   MAD is Safe
536
536
2 3-Feb
3 49
- 33,
24 Feb
3 49
0 44
1
3 00
516
515
536
536
1-Appendix-^ Irrigation Scheduling at Individual Crop Level,Made. fonBAGID Project
Cont'd Tablec Vv - -i. 2
25-Fet
3.4£
0.44
1 54
OOC
513
MAO is Safe
536
504
26-Fet
3.4£
0.44
1.54
0.00
511
MAD Is Safe
536
504
27-Fet
3 4$
0.44
1.54
0 00
510
MAD is Safe
536
504
28-Fet
3.4£
0 44
1.54
0.00
508
MAD is Safe
536
504
01-Ma
3.53
044
1.55
0.00
507
MAD is Safe
536
504
02-Ma
3 53
0.44
1.55
0.00
505
MAD is Safe
536
504
03-Ma
3 53
0.44
1.55
0 00
535
MAD is Safe
536
504
04-Ma
3 53
0.44
1.55
0 00
534
MAD is Safe
536
504
05-Ma
3.53
0 44
1.55
000
532
MAD Is Safe
536
504
05-Ma
3.53
0 44
1.55
0 00
531
MAD is Safe
526
504
07-Mar
3.53
0.60
2 12
0.00
529
MAD is Safe
536
504
03-Mar
3.53
0 60
2.12
0 00
526
MAD is Safe
536
504
09-Mar
3.53
0.60
2.12
0.00
524
MAD is Safe
536
504
10-Mar
3.53
060
2.12
0.00
522
MAD is Safe
536
504
11-Mar
3.53
060
2 12
0.00
520
MAD is Safe
536
504
12-Mar
3.53
060
2.12
0 00
518
MAD is Safe
536
504
13-Mar
3.53
0 60
2.12
0.00
516
MAD is Safe
536
504
14-Mar
3 53
0.60
2.12
0.00
514
MAD is Safe
536
504
15-Mar
3 53
0 60
2 12
0.00
512
MAD is Safe
535
504
16-Mar
3 53
0 60
2 12
0.00
510
MAD is Safe
536
504
17-Mar
3.53
0 60
2.12
0 00
507
MAD is Safe
536
504
18-Mar
3.53
0.60
2 12
0.00
505
MAD is Safe
536
504
19-Mar
3 53
0.60
2.12
0.00
535
MAD is Safe
536
504
20-Mar
3 53
0.60
2.12
0.00
533
MAD is Safe
536
504
21-Mar
3 52                          ? 60
0 00
531
MAD is Safe
536
504
22-Mar
3.53
0 60
2 I*5
0 00
523
MAD is Safe
536
504
23-Mar
3.53
0.60
2 12
0.00
526
MAD is Safe
536
504
2-i-Mar
3 53
0.60
- “12
0 00
524
MAD is Safe
536
504
25-Mar
3 53
0 60
2.12
0.00
522
MAD is Safe
536
504
25-Mar
3 53
0 60
2.12
0.00
520
MAO is Safe
536
504
2"-Mar
3.53
0 60
2 12
0 oc
518
MAD is Safe
536
504
2: Alar
353
3 60
■*
3 00
516
MAD is Safe
536
504
29-Mar
3.53
0 60
2.12
0 co
514
MAD is Safe
536
504
33-Mar
3.53
0 60
2 12
0 co
511
MAD is Safe
536
504
31-Mar                                3 53                          0 60
2 12
3 OGl                         5C9
MAD is Safe
536
504
01-Apr
3 35
0 60
201
0 06
507
MAD is Safe
536
504
02-Apr
3.35
0 60
2.01
0.06
505
MAD is Safe
536
504
O3-Apr
3.35
0 60
2.01
0.06
535
MAD is Safe
535
504
04-Apr
3.35
0 60
201
0.06
533
MAD is Safe
536
504
05-Apr
3 35
0 60
2.01
0 06
531
MAD is Safe
536
504
06-Apr
3 35
0 60
2.01
0 06
529
MAD is Safe
S36
504
07-Apr
3 35
0.60
2.01
0 05
527
MAD is Safe
536
504
08-Apr
3 35
0 60
2.01
0.06
525
MAD is Safe
536
504
09-Apr
3.35
0.G0
2.01
0 C6
523
MAD is Safe
536
504
10-Apr
3 35
0.60
2.01
0.06
521
MAO is Safe
536
504
11-Apr
3.35
1 05
3.52
1 00
519
MAD is Safe
536
504
12-Apr
3.35
1.05
3.52
1.00
516
MAD is Safe
536
504
13-Apr
3.35
1.05
3 52
1 co
514
MAD is Safe
536
504
14-Apr
3.35
1.05
3.52
1 co
511
MAD is Safe
536
504
15-Apr
3.35
1.05
3.52
1.00
509
MAD Is Safe
536
504
16-Apr
335
1.05
3 52
1.00
506
MAO is Safe
536
504
17-Apr
3 35
1.05
3.52
1.00
535
MAD is Safe
536
504
18-Apr
3.35
1.05
3.52
1.00
533
MAD is Safe
536
504
19-Apr
335
1.05
3.52
1.00
530
MAD is Safe
536
504
20-Apr
3.35
1.05
3.52
1 00
528
MAD is Safe
536
504
21-Apr
3 35
1.05
3.52
1 40
526
MAD is Safe
536
504
22-Apr
335
1.05
3.52
1 40
524
MAD is Safe
536
504
23-Apr
3 35
1 05
3.52
1 40
522
MAD is Safe
536
504
24-Apr
3 35
1 05
3.52
: 40
519
MAO is Safe
536
504
25-Apr
3.35
1.05
3.52
1 40
517
MAD is Safe
536
504
26-Apr
3 35
1 05
3 52
1 40
515
MAC is Safe
536
504
27-Apr
3 35
1 05
3 52
1 40
513
MAD is Sale
536
504
2 8-Apr
3 35
1 05
3 52
1 4J
511
MAD is Safe
536
534
29-Apr
3 35
1 05
3.52
1 40
509
MAO is Safe
536
504Appendix-V Irrigation Scheduling at individual Crop Level MaddtohBAGID^ProJect^^
Cont'd Table V - 2
30-Ap
r                              3 3!
1.0!
352
1.40
507
MAD is Safe
536
504
01-Ma
3.21
1 0!
3 37
3.10
506
MAD is Safe
536
504
02 Maj
3 21
1 0!
3 37
3 10
506
MAD is Safe
536
504
03-Maj
3.21
1.0!
3.37
3.10
506
MAD is Safe
536
504
04-May
3.21
1.0S
3.37
3.10
506
MAD is Safe
536
504
i                05-May
321
1.05
3.37
3.10
505
MAD is Safe
536
504
i                06-May
321
1.05
3.37
3.10
505
MAD is Safe
536
504
07-Ma>
3.21
1 05
3 37
3.10
505
MAD is Safe
536
504
08-May
3.21
1.05
3 37
3 10
505
MAD is Safe
536
504
09-May
3.21
1.05
3.37
3.10
536
MAD is Safe
536
504
10-May
3.21
1.05
3.37
3.10
536
MAD is Safe
536
504
1               11-May
3.21
1.05
3.37
7.80
536
MAD is Safe
536
504
12-May
3 21
1 05
3 37
7.80
536
MAO is Safe
536
504
13-May
3.21
1 05
3.37
7.80
535
MAD is Safe
536
504
14-May
3 21
1.05
337
7 80
536
MAD is Safe
536
504
15-May
3 21
1.05
3.37
7 80
536
MAD is Safe
536
504
16-May
3.21
1.05
3.37
7.60
536
MAD is Safe
536
504
17-May
3 21
1 05
3 37
7 80
535
MAD is Safe
536
504
18-May
321
1 05
3 37
7 30
536
MAD is Safe
536
504
19-May
3.21
1 05
3.37
7 SO
536
MAD is Safe
536
504
20-May
3.21
1.05
3 37
7.80
536
MAD is Safe
536
504
21-May
3.21
0.85
2.73
4.80
536
MAD is Safe
536
5G4
22-May
3.21
0 85
2.73
4 80
536
MAD is Safe
536
504
23 May
3 21
0 35
273
4 80
536
MAD is Safe
536
504
2-May
3 2*
0 85
4 20
52 =  MAD is Safe
535
504
25-May
□ 65                           2.-3
- 30|
5361 MAD ;s Safe
536
504
26-May                                3.21                          0 85
2.73                           4.80                           5361 MAD is Safe
536
504
27-May
3 21                           0 85
2 "3
4 90I                           536  MAD is Safe
□36
504
28-May
3 21
0.85
2.'3
4 80
535
MAD is Safe
536
504
29-May
3.21
0.85
2.73
4 80
536
MAD is Safe
536
504
30-May
3 21
0 95
2 73
4 80
535
MAD is Safe
536
504
3*-May)
•2*l
0c5
2’•'I
536  MAO is Safe
536
504
01-Jun|                                3 09|
0 85
2.63|
1 50
535
MAD is Safe
536
504
02-Jun|                               3 09
0 85
2.631                          1 50
534
MAD is Safe
536
504
C3-Jun|                               3 29
o es
2831
• “0l
523
MAD is Safe
536
504
04-jun
3 09
0.85
2.63
1 50|                          532
MAD is Safe
536
504
05-Jun
3 09
0.85
2 53
1.50
530
MAD is Safe
536
504
06-Jun
3 09
0 85
2 63
1.50
529
MAD is Safe
536
504
07-Jun
3 09
0.85
2 53
1 50
528
MAD is Safe
536
504
I                C8-Jun
309
0.85
2.63
1.50
527
MAD is Safe
536
504
09-Jun
3 09
0 85
2.53
1.50
526
MAD is Safe
536
504
10-Jun
3.09
0.85
2 53
1.50
525
MAD is Safe
536
504
11-Jun
3 09
0 85
2.53
1.00
523
MAD is Safe
536
504
12-Jun
3 09
0 95
2 63
1.00
522
MAD is Safe
536
504
13-Jun
3 09
0 35
2 63
1 00
520
MAD is Safe
535
504
14-Jun
3 09
0 85
2.63
1 00
518
MAD is Safe
536
504
15-Jun
3 09
0 85
2.63
1.00
517
MAD is Safe
536
504
16-Jun
3 09
◦ 85
2.63
1.00
515
MAD is Safe
536
504
17-Jun
3.09
0.85
2.63
1.00
513
MAD is Safe
536
504
18-Jun
3.09
0.85
2.63
1.00
512
MAU is Safe
536
504
19-Jun
3 09
0 05
2 63
1.00
510
MAD is Safe
536
504
20-Jun
3.09
0 85
2 63
1.00
509
MAD is Safe
536
504MAD(mm)
Appendix- V
Cont’d Table V - 2
Fig V-2 : Irrigation Scheduling Made for Pepper at B Gadula Command System
540
535
530
525
520
515
510
505
500
495
490
485
-Q       -Q       .D      rsi OJ O <D i
JO
TO
?
w                   r-i
O O r-« rH
TO TO
£
■i
t—< VO
r*4 CM
TO     TO     TO     TO     TO
>■     >-   >•  >>   >-       c        c       c     c
o       Z3                 ZZ
2
cn
o
5S                  21                  1
TOT
<—<
1
cn
»—<
1 ''t fN
cr>
CM
m      oo  m
oo
i—<
□o
«—«
P
□
c
o
o
Irrigation Periods Since Sowing (days)Appendix-V Irrigation Scheduling at Individual Crop.Leyel.Madelor^GiDJiroject^a
Tao.'e V-3: Irrigation Scheduling for Maize
Site Name. 0AGID Project
Soil Type . - Clay
Ci. w.v ^nil Moisture-Tension Curve for Maize in the 0 Gadufa
Soil Moisture Curve
Command System
Sod Moisture Tention (mb)
AW(%)
40
01
1
0 3:
34
E      35
---------- —
31
o
29
>      30 XI
4.2
27
25
—
15
26
§
1
Soil Water Content for Potato
<      20
Bulk Density (g/cm3)
1.57
L_
QI      15
AW(mm/m)
114.92
---------- AW (%)
1
Root depth(m)
1.50
1
172 39
—
P for Maize
0.50
ra
$
u
-□
re
>
10
5
1
I
RAW (mm)
86.19
<0
Net depth of applicalion(mm)
86.19
Application Efficiency (%)
70.00
G'oss ceoth o  App'icationfmml
123 13
0.33 1 3 4.2 15
Moisture Tension (bar)
At rC.rrmj                          804
I RAW(mm)
36
AW At PWPfmr)                             632
MAD
718
|ET(mm/oay)
KC
E’.cfmm/day)
F jtfimmi                MADfrrm
i “'e. d Capacity
!
Lower MAD
10-Sep
3.01
0.50
1.51
0.03
803
MAD is Safe
804
•        718
11-Sep
3.01
0.50
1.51
0 20
801
MAD is Safe
804
718
12-Seo
3.01
0 50
1 51
3 ‘’0                          200
MAD is Safe
304
719
I3-Sep|                              3.01
0.50
1 51
0 20|                         799
MAD is Safe
804
718
14-Seo
3.01
0.50
1 51
0.20|                         797
MAD is Safe
804
718
15-Seo|                             3.0!
0.50
1 51
0 22                          “96
MAD is Safe
S04
712
16-Sep
3.01
0.50
1.51
0 23
795
MAD >s Safe
304
718
17-Sep
3 01
0 50
1 51
020
793
MAD is Safe
804
719
18-Sep
3.01
0.50
1.51
0 20
792
MAD is Safe
804
718
19-Sep
3.01
0 5C
1.51
0 20
791
MAD is Safe
804
718
20-Sep
3 01
0.50
1 51
0.20
790
MAD is Safe
804
716
21-Sep
3 01
0.50
1 51
0 02
700
fAAD is Safe
804
718
22-Sep
3.01
0.50
1.51
0.02
787
MAD is Safe
804
718
23-Sep
3.01
0.50
1.51
0 02
785
MAD Is Safe
904
718
24-Sep
3.01
0 50
1 51
0 02
’84
MAD is Safe
304
718
25-Sep
3.01
0 50
1.51
0 02
702
MAD is Safe
804
718
26-Sep
3.01
0.50
1.51
0 02
781
MAD is Safe
804
718
27-Sep
3 01
0.50
1.51
0.02
779
MAD is Safe
804
716
20-Sep
3.01
0.50
1.51
0.02
778
MAD is Safe
804
718
29-Sep
3.01
0 50
1 51
0.02
776
MAD Is Safe
304
713
30-Sep
3.01
0.50
1 51
0.02
775
MAD is Safe
804
718
01-0 cl
3.07
0 50
1 54
0 92
774
MAO is Safe
804
718
02-Oct
3 07
0.50
1 54
0 92
774
MAD is Safe
804
718
03-Oct
3.07
0.50
1 54
0 92
773
MAD is Sate
804
718
04-Ocl
3 07
0 50
1 54
0 92
772
MAD is Safe
804
718
05-Oct
3.07
1.00
3.07
0 92
770
MAD is Safe
804
718
06-Oct
3 07
1 00
3 07
0 gn
’63
MAD is Sale
304
718
07-Cc:
3.07
1 00
3 07
0 02
.’fi6
MAD is Sale
804
716
OB-Oct
3.07
1 00
3 07
0 92
764
MAD is Sale
804
718Appendix-V Irrigation Scheduling at Individual Crop Level Made for.BAGID Project
09-Oc!
3 07
1 00
3 07
0 92
762
MAD is Safe
804
710
10 Oct
3.07
1.00
307
0.92
759
MAD is Safe
804
718
11-Oct
3.07
1.00
3.07
1 20
758
MAD is Safe
804
718
12-Oct
3.07
1.00
307
1.20
756
MAD rs Safe
804
718
13-0 ct
3.07
1.00
3.07
1.20
754
MAD is Safe
804
718
14-0 ct
3 07
1.00
3 07
1.20
752
MAD is Safe
804
718
16-Oct
307
1.00
3.07
1.20
750
MAD is Safe
804
718
16-Oct
3 07
1.00
307
1.20
748
MAD is Safe
804
718
17-Ocl
307
1.00
3.07
1.20
746
MAD is Safe
804
718
18-0 cl
3.07
1.00
3.07
1 20
744
MAD is Safe
804
718
19-Oct
3.07
1.00
3 07
1 20
743
MAD is Safe
304
718
20-Od
3 07
1.00
3 07
1 20
741
MAD is Safe
804
71E
21-Oct
307
1.00
307
0.42
738
MAD is Safe
804
718
22-Oct
3.07
1.00
3 07
0 42
735
MAD is Safe
804
718
23-0 ct
307
1.00
3.07
0.42
733
MAD is Safe
804
718
24-Oct
3.07
1.00
3 07
0 42
730
MAO is Safe
804
718
25-Oct
3.07
1.00
3.07
0 42
727
MAD is Safe
804
718
26-Oct
3.07
1.00
3 07
0 42
725
MAD is Safe
eo4
713
27-0 ct
3 07
1 00
3 07
MAD s Safe
804
713
23-Ccx
3 37                         100
3 27
2 -2
* •  MAD :s Safe
304
713
29-Oct
3 07
1 00
307
0 42
803
MAD is Safe
804
715
30-Cc:
3 07
1 00
3 37
0 42
3C0
MAD is Safe
804
71?
31-Cct
3.07
1 00
3 07
0 42                          798
MAD is Safe
804
718
01-Nov
332
1 00
3 32
4 45
799
MAD is Safe
304
710
02-Nov
3 32
1 00
3 32
4 45
300
MAD is Safe
304
713
3.22I
• 00
3 22
30!  MAC »s Safe
504
713
04-Nov                              3.32
1 00
3 32
4 45
302
MAD is Sate
304
713
05-Nov
1 00
3 32
445
303
MAD is Sate
304
713
06-Nov
J 32
1 00
3 32
4 45|
’ 241mad s Sate
304
713
07-Nov
3 32
1.00
3 32
4 45
304
MAD is Safe
804
713
OBNov
3.32
1.00
3.32
4 45
304
MAD is Safe
304
713
09-Nov
3 32
1.00
3.32
4 45
304
MAD is Safe
804
718
10-Nov
3 32
1 00
3 32
4 45
904
MAD 1$ Safe
304
718
11-Nov
3.32
1 00
3 32
2.70
303
MAD is Safe
804
718
12-Nov
3 32
1.00
3 32
2 70
303
MAD is Safe
504
713
13-Nov
3.32
1 00
3 32
2.70
802
MAD 11 Safe
804
718
14-Nov
3 32
1 20
3 99
Z 70
901
MAD is Safe
304
718
15-Nov
3.32
1.20
3.98
2 70
300
MAD is Safe
604
718
16-Nov
3 32
1 20
3 98
2 70
799
MAD is Safe
804
718
17-Nov
3.32
1.20
3 98
2 70
797
MAD is Safe
304
718
18-Nov
3 32
1.20
3.98
2 70
796
MAO is Safe
804
718
19-Nov
3 32
1 20
3 98
270
795
MAD u Safe
804
718
20-Nov
3.32
1.20
3.98
2.70
793
MAO a Safe
804
718
21-Nov
3 32
1.20
3 98
0 20
739
MAO a Sate
804
718
22-Nov
3.32
1 20
3 98
0 20
786
MAD is Safe
804
716
23-Nov
3.32
1 20
3 98
0 20
782
MAD is Safe
804
713
24-Nov
3 32
1 20
3 98
0 20
778
MAD is Safe
304
718
25-Nov
3 32
1 20
3 98
0 20
774
MAD is Safe
304
718
26-Nov
3 32
1 20
3 98
0 20
771
MAO a Safe
804
718
27-Nov
3 32
1 20
3 93
0 20                         X>7  MAD <s Safe
804
718
20-Nov
3 32
1 20
3 98
0 20
763  MAO is Safe
804
713
6Appendix-V Irrigation Scheduling at Individual Crop Level MadeforBAGID PmjeCta^f
29-Nov
332
1.20
3.98
0 20
759
MAD is Safe
804
718
30-Nov
3 32
1.20
3.98
0 20
755
MAD is Safe
804
718
1             01-Dec
3.29
1.20
395
0 94
752
MAD u Safe
804
718
02-Dec
3 29
1.20
3 95
0 94
749
MAD is Safe
804
718
03-Dec
3.29
1.20
3.95
0 94
746
MAD is Safe
804
718
04-Dec
3.29
1.20
3.95
0.94
743
MAD Is Safe
804
719
05-Dec
3.29
1 20
3 95
0.94
740
MAD is Safe
804
719
06-Dec
3.29
1.20
3.95
0.94
737
MAD is Safe
804
718
07-Dec
3 29
1 20
3 95
0.94
734
MAD is Safe
804
718
08-Dec
3.29
1.20
3.95
0 94
731
MAD is Safe
804
718
09-Dec
3.29
1 20
3.95
0.94
72a
MAO is Safe
304
718
10-Dec
3 29
1 20
3.95
0 94
725
MAD is Safe
804
718
11-Dec
3.29
1 20
3.95
0 00
721
MAD is Safe
804
718
12-Dec
3.29
1 20
3.95
0.00
804
MAO is Safe
304
718
13-Oec
329
1.20
3.95
0.00
800
MAD is Safe
804
718
14-Dec
3 29
1 20
3.95
DOO
795
MAD is Safe
304
718
15-Dec
3 29
1.20
3.95
0.00
792
MAO is Safe
004
718
16-Dec
3.29
1.20
3.95
OCO
786
MAD is Safe
804
718
17-Dec
3 29
1 20
3 95
o.co
784
MAD is Safe
804
71S
• 9-Dec
2 23
3 95
C 2C
7=0  MAD is Safe
904
718
19-Dec                             3 29                        1 20
395
0.00
776  MAD is Safe
804
718
20-Dec                              3 29                         • 20
-3.95
0 co
772  MAD is Safe
804
713
21-Dec
329
1 20
.     3.95
o.co
768  MAD is Safe
504
718
22-Dec
329
1 20
3.95
0.00
764
MAD is Safe
804
718
23-Dec
3 29
1 20
3 95
0 00
760
MA.D is Safe
804
718
2-s-Occ
3.23
’ 20
3.95
z zz
VAC is Safe
804
713
25-Dec                             3 29
1 20
3.95
0 00
753
MAD is Safe
304
713
25-Dec                             2 29
1 20
3 95
0 03
748
MAD is Safe
304
713
27-Dec                             3 29
1 20                         3.95
0CC|
<44
MAD is Safe
304
718
28-Dec
3.29
1 20
3.95
0 00
740
MAD is Safe
804
718
29-Dec
3.29
0 70
2.30
0.00
738
MAD is Safe
804
718
30 Dec
3.29
0.7D
2.30
0.00
736
MAD is Safe
804
718
31 Dec
3.29
0.70
2.30
0 00
734
MAD is Safe
804
713
01-Jan
3.33
0.70
2.33
0.00
731
MAD is Safe
804
718
02-Jan
3.33
0 70
2.33
0.00
729
MAD is Safe
304
718
03-Jan
3.33
0 70
2.33
0.00
727
MAD is Safe
8C4
718
04-Jan
3.33
0 70
2 33
0 co
724
MAD is Safe
304
718
05-Jan
3 33
C.70
2.33
0 co
7-1
MAD is Safe
304
716
05-J an
3.33
0 70
2.33
0.00
720
MAD is Safe
304
718
07-Jan
3.33
0 70
2.33
0.00
003
MAD is Safe
804
718
08-Jan
3.33
0 70
2.33
0.00
801
MAO is Sale
804
718
09-Jan
3.33
0.70
2.33
0.00
799
MAD is Safe
804
718
10-Jan
3.33
0.70
2 33
0.00
796
MAD is Safe
304
718
11-Jan
3.33
0 70
233
0 00
794
MAD is Safe
304
718
12-Jan
333
0 70
2.33
0.00
792
MAD is Safe
804
718
13-Jan
3.33
0 70
2.33
0 00
789
MAD is Safe
804
718
14-Jan
3.33
0 70
2.33
0 00
787
MAD is Safe
804
718
15-Jan
3 33
0 70
2.33
0 00
785
MAO is Safe
804
716
16-Jan
3 33
0 70
2 33
0 00
792
MAD Is Safe
804
718
17-Jan
3.33
0 70
2 33
0 00
7S0
MAD is Safe
804
718
18-Jan
3.33
0 70
2 33
0 00
778
MAD is Safe
804
718
7-Appendix~V Irrigation Scheduling at Individual Crop Level. Made forBAGID ProJett****
19-Jan
3 33
0 70
2.33
0.00
775
MAO is Safe
804
718
20-Jan
3.33
070
2.33
0.00
773
MAO is Safe
804
718
21-Jan
3.33
0.70
2.33
0.00
771
MAD is Safe
804
718
22-Jan
3 33
0 70
2.33
0.00
768
MAD is Safe
804
718
23-Jan
3.33
0 70
2 33
0.00
766
MAD is Safe
804
718
24-Jan
3.33
0 70
2 33
0.00
764
MAD is Safe
804
718
25-Jan
3.33
0.70
2.33
0.00
761
MAD is Safe
804
718
26-Jan
3.33
0.70
2.33
0.00
759
MAD is Safe
804
718
27-J an
3.33
0 70
233
0.00
757
MAO is Safe
804
718
28-Jan
3 33
0.70
2.33
000
754
MAD is Safe
804
718
29-Jan
3.33
0.70
2.33
0.00
752
MAD is Safe
804
718
30-Jan
3 33
0.70
2.33
0 00
750
MAD is Safe
804
718
31-Jan
3.33
0.70
233
0 00
747
MAD is Safe
804
718
01-Feb
3.49
0.70
2 44
0 00
745
MAD is Safe
804
718
02-Feb
349
0.70
2 44
0.00
743
MAD is Safe
804
718
03-Feb
3 49
0.70
2 44
0 00
740
MAD is Safe
804
718
04-Feb
3.49
0.70
2.44
G.OO
738
MAD is Safe
804
713
05-Feb
3 49
0.70
2 44
0.00
735
MAD is Safe
804
713
06-r*C
3 49
0 70
2.44
C 00
733
MAD is Safe
804
713
^7-
2.49
:-2
3.«l
j :c
730
MAD is Safe
504
7*3
08-Feb
3.49
0.70
2 44
0.00
728
MAD is Safe
804
718
09-Feb
3.49
0 70
2 44
0.03
726
MAD is Safe
804
718
10-Feb
3.49
0.70
2.44
0.00
723
MAO is Sale
804
718
11-Feb
3.49
0 70
2 44
0.00
721
MAO is Sale
804
718
12-Feb
3 49
0 70
2 44
0 00
718
MAD is Safe
304
713
1 3--e2
2 -ci
.
2 00
S02
MAD s Safe
504
7-c
14-Feo
3 49
0 70
2 44
□ 00
799
MAD is Safe
804
713
15-Fea
3 49
0 70
2.44
0 00
797
MAD -s Safe
304
713
Irrigation Periods Since Sowing (days)
8Appendix- V Irrigation Scheduling at IridividdtdCrtpiGWMad&fdFBAGtD ProjeHV****
Table   V-4   Irrigation   Scheduling   tor   Onoin Sile Name: BAGID Project
Soil Type : - Clay
Fig V -5-: Soil moisture-Tension Curve for BAGID Project Command
Soil Moisture Curve
Soil Moisture Tention (mb)
AW (%)
0.33
34
1
31
3
29
40
Al
c
c 35
D
O 30
4.2
27
>
Q
15
26
25
Soil Water Content for Potato
Bulk Density (g/cm3)
1.57
> 20
>
<
-AW (%)
AW(mm/m)
114.92
<U
15
Root depth(m)
0.50
AW(mm)
57 45
P (or Potato
025
RAW (mm)
14 37
Net depth of application(mm)
14 37
ra 10
<v
xa 5
J2
o
S
<
Application Efficiency (%)
70.00
0.33               1                            3                4.2               15 Soil ft /lois ture Tensi on (bar)
Gross depth of Appli cation (mm)
2052
AW At FC(mm)
268
RAW(mm)
14
AW Al PWP(mr
211
MAD
254
ET(mm/day)
KC                            Etc(mm/day)
Peff(mm)
MAD'mm)
Field Capacity
Lower MAD
iS-Feo
3 4$
34                          1.40
0 CO
268
MAD is Safe
263
2=4
16-rec
3.49
0.00
257
MAD is Safe
258
254
17-Feb
3 49
04
04
1.40
1.40
0 00
265
MAD is Safe
268
254
ta-ceo
3.49
u 001
254
MAD is Safe
266
254
19-Feo
3.49
0 4 1.40
0 4 1 40
o co
262
MAD is Safe
266
254
20-Feb
3.49
0.00
261
MAD is Safe
268
254
21-Feb
3 49
0 00
260
MAD is Safe
258
254
22-Feo
349
0.00
258
MAD is Safe
268
254
23-Feo
3.49
04
04
04
04
1.40
1 40
1.40
1.40
0 00
257
MAD is Safe
268
254
24-Feo
3 49
0 4                          1.40
0.00
255
MAD is Safe
263
25-rec
349
04
0.4
04
0.4
1.40
1.40
1.40
1.40
0.00
254
MAD is Safe
263
254
26-Feo
3.49
o.co
267
MAD is Safe
258
254
27-Feb
3.49
0.00
266
MAD is Safe
268
254
28-Feb
3.49
C 00
264
MAD is Safe
268
254
01-Mar
3.53
0 4                          1.41
0 00
263
MAD is Safe
268
254
02-Mar
3.53
0.75
2.65
0.00
260
MAD is Safe
268
254
03-Mar
3.53
0.75
2.65
0.00
258
MAD is Safe
268
254
04-Mar
3.53
0.75
2.65
0.00
255
MAD is Safe
268
254
05-Mar
3.53
0.75
2.65
0 00
267
MAD is Safe
268
254
06-Mar
3.53                          0 75
2 65                            2 Ml                          264  MAD is Safe
268
254
07-Mar
3.53
0.75
2.65
3 00
251
MAD is Safe
268
254
08-Mar
3.53
0.75
265
0 00
259
MAD is Safe
268
254
09-Mar
3.53
0.75
2.65
0.00
256
MAD is Safe
268
254
10-Mar
3.53
0.75
265
3.00
268
MAD is Safe
268
254
11-Mar
3.53
0.75
2.65
0.00
265
MAD is Safe
268
254
12-Mar
3.53
0.75
2.65
0 00
262
MAO is Safe
268
254
I                13-Mar
3.53
0.75
2.65
0.00
260
MAO is Safe
268
254
14.Mar
3.53
0.75
2 65
o.oc
257
MAD is Safe
268
254
15-Mar
3.53
0.75
2.65
0.00
255
MAD is Safe
268
254
16-Mar
3.53
0.75
2 65
0.00
266
MAD is Safe
268
254
17-Mar
3.53
0 75
2 65
0 00
264
MAD is Safe
268
254
18-Mar
3 53
0 75
2 65
0 00
261
MAD is Sale
268
254
19-Mar
3 53
0 75
2 65
0.00
258
MAD is Safe
268
254
20-Mar
3.53
0 75
265
0 00
256
MAD is Safe
268
254
2i.Mar
3 53
3 75
265
MAD «s Safe
268
2'4
22-Mar
3 53                          0 75
2 65                       J 00
1
267
265
[MAD «s Safe
268
-9-Appendix- V Irrigation Scheduling at Individual Crop EeVelMadeforiBAGID
23-Mar
3 53
0 75
2 65
0 00
262
MAD is Safe
268
254
24- Mar
3 53
0.75
265
0 00
259
MAD is Safe
268
254
25-Mar
3 53
075
2.65
0.00
257
MAD is Safe
268
254
28-Mar
3 53
0 75
2 65
0 00
254
MAD is Safe
268
254
27-Mar
3 53
075
2.65
0.00
266
MAD is Safe
268
254
28-Mar
353
0 75
2 65
000
263
MAD is Safe
268
254
29-Mar
3 53
075
265
0.00
251
MAD is Safe
268
254
30-Mar
353
0 75
2.65
0 00
272
MAD is Safe
268
254
31-Mar
3 53
0 75
2.65
000
268
MAD is Sa'e
268
254
01-Apr
3.35
1.05
3.52
0 06
265
MAD is Safe
268
254
02-Apr
335
1.05
3.52
0 06
261
MAD is Safe
268
254
03-Apr
3 35
1.05
3 52
0.06
258
MAD is Safe
268
254
04-Apr
3 35
1.05
3.52
006
254
MAD is Safe
268
254
05-Apr
335
1.05
3.52
0.06
265
MAD is Safe
263
254
06-Apr
3 35
1 05
3 52
0 06
262
MAD is Safe
268
254
07-Apr
3.35
1.05
352
0.06
258
MAD is Safe
263
254
08-Apr
3 35
1 05
3 52
005
255
MAD is Safe
268
254
09-Apr
3 35
1.05
3 52
0.06
266
MAD is Safe
268
254
10-Apr
3 35
1.05
3.52
006
262
MAD is Safe
268
254
11-Apr
3 35
1.05
3 52
1 00
250
MAD is Safe
268
254
12 Apr
3.35
1.05
352
1.00
257
MAD is Safe
268
254
13-Apr
3.35
1 05
3 52
1 00
269
MAD is Safe
266
254
•4-Apr
-. 2 =                         • "C
2 52
* ’0
266
MAD is Safe
263
254
15-Apf
3 25
• 05
3 52
1 20
264
MAD is Safe
253
254
16-Apr
3 35
1 05
3 52
1 00
251
MAD is Safe
268
254
17-Apr
3 251                        1 05
3.52
1 30
259
MAD is Safe
268
■     254
18-Apr
3 35
1 05
3 52
1 00
256
MAD is Safe
268
•        254
19-Apf
3 35
1 05
3.52
1.00
254
MAO is Safe
268
254
20-Apr
3 35
i 05
3 52
1 00
266
MAO is Safe
263
254
21-Apr
J 35                         1 05                          3.52
1 40
2641MAD is Safe
263
254
22-Apr
3.35                         1 05
3.52
1 40
2621 MAD is Safe
263
254
23-Apr
3 35                          • 95                          3 52
1 40
259|MAD is Safe
263
254
24-Apr
3.35
1 05
3.52
1.40
257
MAD is Safe
269
254
25-Apr
3.35
1 05
3 52
1 40
255
MAD is Safe
268
254
26-Apr
3.35
1 05
3.52
1.40
267
MAD is Safe
268
254
27-Apr
335
1 05
3 52
1.40
265
MAD is Safe
268
254
20-Ap'
3 35
1 05
3 52
1 40
263
MAD is Safe
258
254
29-Apr
3.35
1 05
3.52
1.40
261
MAD is Safe
268
254
30-Apr
3 35
1 05
3.52
1.40
259
MAD is Safe
263
254
01-May
3.21
1.05
3.37
3.10
259
MAD is Safe
263
254
02-May
321
1 05
3 37
3.10
258
MAD is Safe
268
254
03-Mav
3 21
’ 05
3 37
3 10
258
MAD is Safe
268
254
04-May
3 21
1 05                          3.37
3.10
26a|MAD is Sale
268
254
05-May
3.21
1.05
3.37
3.10
258
MAD is Safe
268
254
06-May
3 21
1 05
3.37
3.10
257
MAD Is Safe
268
254
07-May
3.21
1.05
3.37
3.10
257
MAO is Safe
263
254
08-May
3.21
1 05
3.37
3.1C
257
MAD is Safe
268
254
09-May
3.21
1.05
3.37
3.1C
257
MAO is Safe
268
254
10-May
3 21
1 05
3 37
3.1C
256
MAD is Sate
268
254
11 -May
3 21
i 05
3.37
7 BC
26
MAD is Safe
268
254
12-May
3.21
1 05
3.37
7.BC
26f
MAO is S3fe
268
254
13-May
321
1 05
337
7 BC
261
MAD is Safe
268
254
14-May
3 21
i 05
3 37
7 ec
261
MAD is Safe
268
254
15-May
3 21
1 Cf
3 37
78
) 26
MAO is Safe
26
254
16-May
3.21
1.05
3 37
78
) 26
MAD is Safe
26
254
17-May
3.21
1.05
3.37
78
3                         26
B MAO is Safe
26
3                         254
1R-Ma,
n ?1
t o«
3 3'
-» 4
0 26
B MAD is Safe
26
3                         ?«4
19-Maj
32   |                       1 05
33
73
0                          2681MAD is Safe             |                        268|                          254
-10-Appendix-V Irrigation Scheduling at Individual Grnp L^vel Made fonBAGID Project
20-May
3.21
1.05
3.37
7 80
268
MAD is Safe
268
254
21-May
3 21
1.05
3.37
4 80
268
MAD is Safe
268
254
22-May
3 21
1.05
3.37
4.80
268
MAD is Safe
268
254
23-May
3.21
1 05
3.37
4.80
268
MAD is Safe
268
254
24-May
3.21
1 05
3.37
4 80
268
MAD is Safe
268
254
2 5-May
3.21
1.05
3.37
4 80
268
MAD is Safe
268
254
26-May
3.21
1.05
3.37
4 80
268
MAD is Safe
268
254
27-May
3.21
1.05
3.37
4 80
268
MAD is Safe
268
254
28-May
3.21
1.05
3 37
4.80
268
MAD is Safe
268
254
29-May
3.21
1.05
3 37
4.80
268
MAD is Safe
268
254
30-May
3.21
1.05
3 37
4.80
268
MAD is Safe
268
254
31-May
3.21
0.70
2.25
4.80
268
MAD is Safe
268
254
01-Jun
3 09
0.70
2.16
1.50
267
MAD is Safe
268
25-1
02-Jun
3 09
070
2 16
1.50
267
MAD is Safe
268
254
03-Jun
3.09
0.70
2 16
1.50
266
MAD is Safe
268
254
04-Jun
3.09
0.70
2.16
1.50
265
MAD is Safe
268
254
05-Jun
3.09
0.70
2.16
1.50
265
MAD is Safe
268
254
06-Jun
3.09
070
2.16
1.50
264
MAD is Safe
269
254
07-Jun
309
0 70
2.16
1 50
263
MAO is Safe
268
254
08-Jun
309
0 70
2 16
1.50
263
MAD is Safe
268
254
1                       09-Jun
3.09
070
2.16
1.50
262
MAD is Safe
268
254
10-Jun
3.09
0 70
2.16
1 50
261
MAD is Safe
268
254
11-Jur
izz-
:                                                                   • :o
250
MAD is Safe
253
2=4
12-Jur
3.09
0 70
2.16
1 30
259
MAD is Safe
258
254
13-Jur.
3 09
0 7C
2 15
1 00
258
MAD is Safe
26a
254
14-Jun
3 09
3 73
2 16                          1 30
257
MAD is Safe
2581                         2=4
15-Jun
3 09
0 70
2 16
1 00
256
MAD is Safe
268
254
16-Jun
3 09
0 70
2.16
1 00
254
MAD is Safe
268
254
17-Jun
2 09
0 70
2 15
1 00
268
MAD is Safe
258
254
18-Jun
3 09
0 70
2.16                          1 00
266
MAD is Safe
268
254
19-Jun
3.09
0 70
2 16                          1 00
265
MAD is Safe
268
254
20-Jun
2 C9
"Fol                        2 15
1 90
264
MAD is Safe
258
2=4
ET(mm/aay)
KC
Eicimm.cayj
Peff(mm)
MAD (mm)
Field Capacity
Lower MAD
11 -Aug
2.76
0.4
1.10
0.12
267
MAD is Safe
268
254
12-Aug
2 76
04
1.10
0 12
266
MAD is Safe
268
254
13-Aug
276
04
1 10
0 12
265
MAD is Safe
268
254
14-Aug
2.76
0.4
1 10
0 12
264
MAD is Safe
268
254
15-Aug
2.76
04
1 10
0 12
263
MAD is Safe
268
254
16-Aug
2.76
0.4
1 10
0.12
262
MAD is Safe
268
254
17-Aug
2.76
04
1.10
0.12
261
MAD is Safe
268
254
10-Aug
2 75
04
1 10
0 12
250
MAD is Safe
253
254
19-Aug
2.76
0-
1 10
3 12
2S9JMAD is Safe
263                           2=4
20-Aug
2.76
04
1.10
0 12
258
MAD is Safe
268
254
21-Aug
2.76
0.4
1.10
0.00
257
MAD is Safe
268
254
22-Aug
2.76
0.4
1.10
0.00
256
MAD is Safe
268
254
23-Aug
2.76
0.4
1.10
0 00
255
MAD is Safe
268
254
24-Aug
2.76
04
1.10
0.00
254
MAD is Safe
268
254
25-Aug
2 76
0.4
1.10
000
267
MAD is Safe
268
254
26-Aug
2.76
□ 75
2.07
0 00
265
MAD is Safe
268
254
27-Aug
2.76
0 75
2.07
0 00
263
MAO is Safe
268
254
28-Aug
2 76
0 75
2.07
0.00
261
MAD is Safe
268
254
29-Aug
2 76
0 75
2 07
0 oc
259
MAD is Safe
268
254
30-Aug
2 76
0 75
2 07
0 oc
257
MAD is Safe
26c
254
31-Aug
276
0 75
2 07
0 oc
255
MAD is Safe
2oc
254
01-Sep
301
0 75
2.26
oo:
267
MAD is Safe
26c
254
02-Sep
3 C’
o                                2 2*
26:
MAO i$ Safe
26:
4
03-Sep
301
0 75
2.2t |                       oo:  j|                     26:
MAD is Safe
26
25«
gr/^-7-T’------------- —                           v.l’Appendix-V Irrigation Scheduling at Individual Grop&evel.MaddfohGAGID Project—*'*
04-Sep
3.01
0.75
2.26
0.03
260
MAD is Safe
263
254
05-Sep
3.01
0.75
2 26
0.03
256
MAD is Safe
268
254
06-Sep
3.01
0 75
2.26
0.03
256
MAD is Safe
268
254
07-Sep
301
0.75
2 26
0 03
268
MAD is Safe
269
254
08-Sep
3.01
0.75
2.26
003
266
MAD is Safe
268
254
09-Sep
3.01
0.75
2.26
0.03
263
MAD is Safe
268
254
10-Sep
301
0.75
2.26
0.03
261
MAD is Safe
268
254
11-Sep
3.01
0.75
2 25
0.20
259
MAD is Safe
268
254
12-Sep
3 01
0.75
2.26
0.20
257
MAD is Safe
258
254
13-Sep
301
0.75
2.26
0.20
255
MAD is Safe
268
254
14-Sep
3 01
0.75
2.26
020
'‘267
MAD Is Safe
268
254
15-Sep
3.01
0.75
2.26
0.20
265
MAD is Safe
268
254
16-Sep
3.01
0.75
2.26
0.20
263
MAD is Safe
268
254
17-Sep
3.01
0 75
2.26
0 20
261
MAD is Safe
268
254
(                18-Sep
3.01
0.75
2.26
0.20
259
MAO is Safe
268
254
19-Sep
3 01
0.75
2.26
0.20
257
MAD is Safe
268
254
2C-Sep
301
0.75
2.26
0 20
255
MAD is Safe
268
254
21-Sep
3.01
0.75
2 26
0.02
267
MAD is Safe
268
254
22-Sep
3 01
0.75
2.26
0.02
265
MAD is Safe
266
254
23-Sep
301
0.75
2.26
002
263
MAD is Safe
266
254
24-Sep
3 01
0 75
2.26
0 02
260
MAD is Safe
268
254
25-Seo|                               3.01
’ 05                          3 16
:g2|                         2571 MAD is Safe
2681
'.z-
26-Sep
301
1 05
3.16
0 021                          254
MAD is Safe
266
254
27-Seo
3 01
1 05
3 16
0 02                           265
MAD is Safe
268
254
28-Sep
301
: 05
3 T6
0 02
262
MAD is Safe
268
254
29-Sep
3 01
1.05
3.16
0.02
259
MAD is Safe
268
254
30-Sep
3 01
1 05
3.16
0 02
256
MAO is Safe
268
254
01-Oct
3.07
1.05
3.22
2 92
266
MAD is Safe
268
02-Or:
3.07
1 05
3.22
0.92
266
MAD is Safe
268
254
03-Oct
3 07
1 05
3.22
0.92
263
MAD is Safe
268
254
04-Oct
3.07
1 05
3.22
0.92
261
MAD is Safe
263
254
05-Oct
3.07
1.05
3.22
0.92
259
MAD is Safe
268
254
06-Oct
3.07
1 05
3.22
0.92
256
MAD is Safe
268
254
I                07-Oct
3.07
1 05
3.22
0.92
254
MAD is Safe
268
254
oa-oci
3.07
1 05
3.22
0.92
266
MAD is Safe
268
254
09-Oct
3.07
1 05
3.22
0 92
264
MAD is Safe
268
254
10-Oct
3 07
1.05
3.22
0.92
262
MAD is Safe
268
254
11-Oct
3.07
1.05
3.22
1.20
260
MAO is Safe
2C8
254
12-Oct
3.07
1 05
3 22
1 20
258
MAD is Safe
268
13-Oct
3.07
1 05
3 22
1 201                           255
MAD is Safe
268
254
14-Od
3.07
1.05
3.22
1 20
268
MAD is Safe
268
254
15-Oct
3 07
1.05
3.22
1.20
266
MAD is Safe
268
254
16-Oct
3.07
1.05
3 22
1 20
264
MAD is Safe
268
254
17-Oct
3.07
1.05
322
1 20
262
MAD Is Safe
268
254
18-Oct
3.07
1.05
3.22
1 20
260
MAD is Safe
268
254
19-Oct
3.07
1.05
3.22
1.20
258
MAD is Safe
268
254
20-Oct
3.07
1.05
322
1 20
256
MAD is Safe
263
254
21-Oct
3.07
1.05
3 22
0 42
267
MAD is Sale
268
254
22-Oct
3 07
1.05
322
042
264
MAD is Safe
268
254
23-Oct
3 07
1 05
3 22
0 42
262
MAD is Safe
263
254
24-Oct
3 07
1 05
3 22
0 42
259
MAO is Safe
268
254
25-Oct
3 07
1.05
322
042
256
MAD is Safe
268
254
26-Oct
3.07
1 05
3 22
0 42
268
MAD Is Safe
268
254
27 0::
3 07
* 22
265
MAD is Safe
263
29-Oct
3 07
1 05
3 22
0 42
262  MAD is Safe
268
12-Appendix- V Irrigation Scheduling at IndividualtGrop'JM(eWade1fdtiBAGID'Prt)J&ct»*cr
29-OCt
3 07
1.05
3 22
0 42
259
MAD ts Safe
258
254
30-Oct
307
1 05
3.22
0.42
256
MAD is Safe
258
254
31 -Oct
307
1.05
3 22
0.42
254
Apply Irrigation
269
254
01-Nov
3 32
1.05
3 49
4.45
255
MAD is Safe
268
254
02-Nov
3.32
1.05
349
445
255
MAD is Safe
268
254
03-Ncv
3 32
1.05
349
4.45
256
MAD is Safe
258
254
04-Nov
3.32
1.05
3 49
4.45
257
MAD is Safe
258
254
05-Nov
3.32
1.05
3 49
4.45
258
MAD is Safe
268
25*
06 Nov
3.32
1.05
3 49
4.45
259
MAD is Safe
268
254
07-Nov
3.32
1.05
3 49
4.45
260
MAD ts Safe
258
254
08-Nov
3.32
1.05
3.49
4.45
261
MAD is Safe
268
254
09-Nov
332
1.05
3.49
4.45
262
MAD is Safe
268
254
10-Nov
3.32
1.05
3 49
4.45
263
MAD is Safe
263
254
11-Nov
3 32
1.05
3 49
2.70
262
MAD is Safe
263
254
12-Nov
3 32
1.05
3 49
2.70
262
MAD is Safe
268
254
13-Nov
3.32
1.05
3 49
2.70
261
MAD is Safe
268
254
14-Nov
3 32
1 05
3 49
2.70
260
MAD is Safe
268
254
15-Nov
3.32
1.05
3 49
2.70
259
MAD is Safe
268
254
16-Nov
3.32
1.05
3 49
2.70
258
MAD is Safe
268
254
17-Nov
3 32
1.05
3 49
2.70
258
MAD is Safe
268
254
16-Nov
2 32
1 05
3 49
2.70
257
MAD is Safe
258
*•^4
19-Nov
•32
25                             • -i
255
MAD is Safe
-3|
*5-
20-Nov
3 32
1 05
3.49
2.70
255
MAD is Safe
263
254
21-Nov
3.32
1 05
3 49
- 0 20
266
MAD is Safe
253
254
22-Nov
3.32                          1 05
3 49
0.20
253
MAD is Safe
253
-!S4
23-Nov
3 32
1.05
3 49
0.20
260
MAD is Safe
268
254
24-Nov
3 32
0.7
2 32
0 20
258
MAD is Safe
258
254
25-Nov
□ 32
07
2.32
2.23
256
MAD is Safe
253
254
26-Nov
3 32
37
2.32
0.20
268
MAD is Safe
258
254
27-Nov
3 32                            0 7
2 32
0.20
266
MAD is Safe
253
254
28-Nov
3 32
0.7
2.32
0.20
264
MAD is Safe
258
254
29-Nov
3.32
07
2.32
0.20
261
MAD is Safe
263
254
30-Nov
3.32
07
2 32
0.20
259
MAD is Safe
268
254
01-Dec
3 29
0.7
2.30
0.94
258
MAD is Safe
268
254
02-Dec
3 29
0.7
2.30
0.94
257
MAD is Safe
363
254
03-Dec
3 29
0.7
2.30
0 94
255
MAD is Safe
268
254
04-Dec
3.29
0.7
2 30
0.94
254
MAD is Safe
258
254
05-Dec
3 29
0.7
2.30
0.94
267
MAD is Safe
263
254
06 Dec
3 29
07
2 30
0 94
266
MAD is Safe
258
254
07-Dec
3 “’S
0.7
2.43
u.94
254
MAD is Safe
263
254
08-Dec
3.29
0.7
2.30
0 94
263
MAD is Safe
268
254
09-Dec
3 29
0.7
2.30
0 94
261
MAD is Safe
268
254
10-Dec
3 29
0.7
2 30
0.94
260
MAD is Safe
268
254
11-Dec
3.29
0.7
2 30
0 00
258
MAD is Safe
263
254
12-0ec
3 29
0.7
2.30
0 00
255
MAD is Safe
268
254
13-Oec
329
07
2 30
0 00
268
MAD is Safe
268
254
14-Dec
3 29
07
2 30
0 00
265
MAD is Safe
268
254
15-Dec
3.29
0
0 00
0.00
265
MAD is Safe
268
254
——Appendix-V Irrigation Scheduling at Individual&ropLtemlMaMfdMAGIDiPjvJecti**^
Fig V -6 Irrigation Scheduling made for Onoin at BAGIDP Command System
f kia
1
5^
s
lL
I1
I
1
iviMuqiiiin/                     —.                 rieiu v-d^.
>acity----------------Lower MAD
1
i
Jul 15-Ajg 15-Sep
Irrigation Periods Since Sowing(days)
-14-Appendix-V Irrigation Scheduling at Individual Grop LevelM^deyfoOBAGIDJRroj'eht
Table V-5: Irrigation  Scheduling  (or Mango/Pemials
Site Name: BAGIO Project
Soil Type ; - Clay
Soil Moisture Curve
Figure V -7 Soil Moisture-Tension Curvefor BAGIDP Command System
Soil Moisture Tention (mb)
AW (%)
0.33
34
1
31
* *----------
3
29
42
27
15
26
Soil Waler Content for Potato
Bulk Density (g/cm3)
1.57
AW(mm/m)
115
— AW (%)
Root depth(m)
1.6
AW(mm)
184
P fcrMango/Pemials
05
RAW (mm)
92
Net depth of application(mm)
92
Application Efficiency (%)
70
Gross depth of Application(mr
131
Soil Moisture Tension (
bar)
[AW    At    rC(mm)
358
RAW(mm)
*AW At PWP(mr                               574
MAD
------- 1 ET(mm/day) | KC                         |Etc(mm/day) |          °eff(mm)
MAD(rnm)
Field Capacity
Lower MAD
•5 25/20C6I
3 0l|                         Hol
::-c|
2 22!                         55S
MAD s Safe
853|
1509/2CC6
3 01
0.30
0 3Q|                         0 20
352
MAD is Safe
853
“5=
17/09/2C06
301
0 30
0.90
020
349
MAD is Safe
853
“56
18/09/2006
3 01
0.30
0 90
0.20
346
MAD is Safe
853
76g
19/09/2006
3 01
0 30
0.90
0 20
344
MAD is Safe
853
7=5
20/C9/20C6
3.01
0 30
0 90
0.20|
341
MAD is Safe
853
766
2 ’,09/2006
301
0 30
□ 90
0 02I                          338
MAD is Safe
853
7=5
22/09/2006
301
0.30
0 90
0 02|                          635
MAD is Sale
953
766
23/09/2006
301
0.30
0.90
0 021                          332
MAD is Safe
858
.’56
24/09/2006                         301
0.30
0 90
0 22l                          329  MAD is Safe
353
'55
25/09/2006                         301
0 30
0 90
0 02|                          326  MAD is Safe
358
'56
26/09/2005
301
0 30
0.90
0.02
323
MAD is Safe
859
766
27/09/2006
3.01
0.30
0.90
0.02
920
MAD is Safe
858
766
23/09/2006
3 01
0 30
0.90
0 02
817
MAD is Safe
858
756
29/09-2006
301
0.30
0 90
0 02                           314
MAD Is Safe
353
766
30/09/2006
3 01
0 30
0 90
0 02
311
MAD is Safe
858
766
01/10/2006
307
0.30
0 92
0 92
609
MAD is Safe
853
766
02/10/2006
3.07
0.30
0 92
0 92
807
MAD is Safe
853
766
03/10/2006
3 07
0.30
0.92
0 92
305
MAD is Safe
353
766
04 r 10/2006
3 07
0 30
0 92
0 92
3021 MAD is Safe
858
766
05/10/2005
3.07
0 70
2 15
0 92
300
MAD is Safe
853
766
06/10/2006
3.07
0.70
2 15
0 92
798
MAD is Sate
853
766
07/10/2006
3.07
0 70
2 15
092
796
MAD is Safe
858
766
09/10/2006
3.07
0.70
2.15
0 92
794
MAD is Sale
858
766
09/10/2006
3.07
0.70
2 15
0.92
792
MAD is Safe
858
766
10/10/2006
3.07
070
2.15
0.92
789
MAD is Safe
858
766
11/10/2006
307
0 70
2 15
1 20
788
MAD is Safe
858
766
12/10/2006
3 07
0 70
2 15
1 20
736
MAO is Safe
858
766
13/10/2006
3.07
0 70
2 15
1.20
784
MAD is S3fe
858
766
14/10/2006
307
0 70
2 15
1.20
792
MAD is Safe
858
766
15/10/2006
3.07
0 70
2 15
1 20
730
MAD is Safe
858
766
16/10/2006
3 07
0 70
2 15
’ 20
773
MAD is Safe
359
'65
17/10/2006
3 07
0 70
2 15
1 20
776
MAD <s Safe
858
766
19/10/20C6
307
0 70
2 15
1 20
774
MAD is Safe
859
766
i -13/2006
3 07
0 70
2 15
'"1
mad Safe
858
2u'IO'2Q0d
3 07
0 70
2 11 1 ' "1
MAD is Sale
853Appendix- V
Irrigation Scheduling at Individual Crop LbVGlMM fdr&AGIDPrbfect
21/10/200
5                       3,0
0.7
3                        2.1
5                        0.41
761
MAD is Safe
858
756
22/10/200
3.0*
0.71
2.1
5                        0.41
857
MAD is Safe
858
766
23/10/2001
3 0‘
071
2.1!
0.41
855
MAD is Safe
858
765
24/10/2001
3.0‘
0 71
2.1!
0 42
852
MAD is Safe
858
766
25/10/2001
3.01
0.71
2 1!
0.42
349
MAD is Safe
858
766
26/10/2001
3.07
0.7C
2.1!
0.42
939
MAD is Sa'e
858
766
27/10/2001
3.07
0.7C
2 1!
042
936
MAO is Safe
858
766
28/10/2001
3.07
0.7C
2.15
042
933
MAD is Safe
858
766
29/10/2001
3 07
0.7C
2.15
0.42
931
MAD is Safe
858
766
30/10/2001
3.07
1.05
322
042
928
MAD is Safe
858
766
31/10/2006
307
1.05
3 22
042
925
MAD is Safe
858
766
01/11/2006
3.32
1.05
3.49
4.45
927
MAD is Safe
858
766
0Z11/2006
3 32
1.05
3 49
4.45
928
MAD is Safe
858
766
03/11/2006
332
1.05
3.49
4.45
929
MAD is Safe
858
766
04/11/2006
3.32
1.05
3 49
4.45
930
MAD is Safe
358
766
05/11/2C06
3 32
1.05
3.49
4.45
931
MAD is Safe
858
766
06/11/2006
3.32
1.05
3 49
4 45
932
MAD is Safe
858
766
07/11/2006
3.32
1.05
3.49
4.45
933
MAD is Safe
858
766
08/11/2006
3 32
1.05
3.49
4 45
935
MAD is Safe
856
766
09/11/2006
3 32
1.05
3.49
4.45
936
MAD is Safe
858
766
10/11/2006
3.32
1.05
3.49
4.45
937
MAD is Safe
858
766
11/11/2006
3 32
1.05
3.49
2 70
936
MAD is Safe
858
766
1Z11/2006
3.32
1.05
3.49
2.70                            935
MAD is Safe
858
766
13 11/2305
" 17
1 05
3 49
2 "2
MAD s Safe
356
’6=
14/11/2005
3 32
1.05
3.49
2.70
934
MAD is Safe
853
766
15/11/2006
3 32
1.05
3.49
2 70
934
MAD is Safe
353
766
16/11/2006
3.32
1.05
3.49
2.70
933 i MAD is Safe
356
766
17/11/2006
332
1.05
3.49
270
932
MAD is Safe
353
766
18/11/2006
332
1.05
3.49
2.70
932
MAD is Safe
356
766
19/11/2C06
3 32
1 05
3 49
2.70
S31
MAD is Safe
353
766
20/11/2006
3.32
1.05
3.49
2.70
93l|   MAD is Safe
858
766
21/11/2006
3.32
1.05
3.49
0.20
927|   MAD is Safe
355
766
22'11/2005
3 32
1.05
3 49
0 20
MAD IS Safe
358
765
23/11/2006
3.32
1.05
3.49
0.20
921
MAD is Safe
353
766
24/11/2006
3.32
1.05
3.49
0 20
918
MAD is Safe
858
766
25/11/2006
3 32
1.05
3.49
0.20
915
MAD is Safe
858
766
26/11/2006
3.32
1.05
3 49
0.20
912
MAD is Safe
858
766
27/11/2006
3 32
1.05
3.49
0.20
909
MAO is Safe
858
756
28'11/2006
3.32
1.05
3.49
0.20
906]   MAD is Safe
858
766
29/11/2006
3 32
1.05
3.49
0.20
902
MAD is Sate
853
766
30/11/2006
3.32
1.05
3 49
0 20
699
MAD is Safe
853
766
01/12/2006
3 29
1.05
3.45
0.94
397
MAD is Safe
853
766
02/12/2006
3.29
• 05
3 45
0 94
895
MAO is Safe
353
766
03/12/2006
3 29
1.05
3.45
0.94
592
MAD is Safe
353
766
04/1Z2006
3.29
1.05
3.45
0 94
890
MAD is Safe
858
766
05/1Z2006
3.29
1 05
345
0.94
930
MAD is Safe
358
766
06/1Z2006
3.29
1.05
3.45
0 94
977
MAD Is Safe
858
766
07/1Z2006
3.29
1.05
3 45
0.94
975
MAD is Safe
858
766
08/12/2006
3.29
1.05
3.45
0 94
973
MAD is Safe
358
766
09/12/2006
3 29
1.05
3.45
094
970
MAO is Safe
858
766
10/12/2006
3.29
1.05
3.45
0 94
968
MAD is Sate
858
766
11/12/20C6
3.29
1.05
3 45
000
965
MAO is Safe
858
766
12/12/2006
3.29
1.05
3 45
0 00
961
MAD is Safe
358
766
13/12/2006
3.29
1.05
3 45
0 00
953
MAD is Safe
858
766
14/12/2006
3.29
1 05
3 45
0 00
955
MAD is Safe
353
766
15/12/2006
329
1.05
3 45
0 00
951
MAD is Safe
358
766
16/12/2006
3 29
1.05
3 45
000
948
MAD is Safe
658
766
17/12/2006
3 29
1 05
3 45
3 00
MAD is Sa'e
958
766
18'12/200g[
3.29|                           1.05
J 45                           ooo
941     MAO is Safe
856
765Appendix-V
Irrigation Scheduling at Individual Crop Level Made'fotiBAGID/RrtJetttm
19/12/2006
3 29
1 05
3.45
000
928
MAD is Safe
858
755
20/12/2006
3.29
1 05
3 45
0 00
935
MAD is Safe
858
766
21/12/2006
329
1.05
3 45
000
932
MAD is Safe
353
756
22/12/2006
329
1.05
3 45
000
92e
MAD r$ Safe
858
766
23/12/2005
3.29
1 05
3 45
000
925
MAD is Safe
853
766
24/12/2006
329
1.05
345
0.00
922
MAD ts Safe
358
756
25/12/2006
329
1.05
345
000
918
MAD is Safe
858
766
26/12/2006
3 29
1.05
3.45
000
915
MAD is Safe
858
766
27/12/2006
329
1 05
3 45
0 00
912
MAD is Safe
353
766
28/12/2006
3.29
1.05
3 45
0.00
909
MAD is Safe
858
756
29/12/2006
329
1.05
3 45
0.00
905
MAD is Safe
858
766
30/12/2006
329
1 05
345
000
902
MAD is Safe
858
766
31/12/2006
3 29
1.05
3.45
0.00
899
MAD is Safe
858
766
01/01/2007
3.33
1.05
350
0.00
895
MAD is Safe
858
756
02/01/2007
3 33
1.05
3 50
0.00
392
MAD is Safe
853
766
03/01/2007
3.33
1 05
3 50
0 00
339
FAAD is Safe
859
766
04/01/2007
3 33
1.05
3.50
0 00
635
MAD is Safe
856
756
05/01/2007
3 33
1 05
3 50
oco
332
MAO is Safe
353
765
06/01/2007
3 33
1 05
3 50
0.00
379
MAD is Safe
858
766
07/01/2007
3.33
1.05
350
0 00
375
MAD is Safe
858
756
08/01/2007
3 32
1 05
3 50
0 00
872
MAD is Safe
858
766
09/01/2007
3.33
1.05
3.50
0 00
369
MAO is Safe
858
756
10/01/2007
3 33
1 05
3 50
0 00
36s| MAD is Safe
853
755
2cc"
2 22
1 05
2 50
Z co
MAD s Safe
jca
7B6
12/01/2007
3 33
1 05
3 50
0 00
359
MAD is Safe
659
7ec
13/01/2007
3 33
1 05
350
000
355
MAD is Safe
258
766
14/01/2007
3 33
1 05
3 50
0 00
352
MAD is Safe
353
756
15/01/2007
333
1 05
3 50
0 00
349
MAD is Safe
353
756
16/01/2007
3 33
1 05
3.50
000
345
MAD is Safe
858
766
17'01/2007
3 33
1 05
3 50
0 00
MAD is Safe
953
756
18/01/2007
3 33
1.05
3.50
coo                                 339|MADis Safe
653
755
19/01/2007
3 33
1.05
3 50
0 00
335
MAD is Safe
353
756
20/01/2007
3 33
1 05
3 50
0 00
-■>7
MAD is Safe
353
766
21/01/2007
3 33
1 05
3 50
0 00
329
MAD is Safe
353
766
22/01/2007
3.33
1.05
3.50
0 00
925
MAD is Safe
858
766
23/01/2007
333
1.05
3.50
0.00
822
MAD is Safe
858
766
24/01/2007
333
1.05
3.50
0.00
319
MAD is Safe
853
766
25/01/2007
333
1 05
3.50
000
315
MAD is Safe
858
766
26/01/2007
3 33
1.05
3.50
0.00
312
MAD is Safe
858
766
27/01/2007
3.33
1.05
3.50
000
309
MAD Is Safe
853
766
28/01/2007
333
1.05
3 50
0 00
806
MAD is Safe
858
766
29/01/2007
333
1.05
3.50
0 00
802
MAD is Safe
353
766
30/01/2007
333
1 05
3.50
0 00
7991 MAD is Sale
858
766
31/01/2007
3.33
1.05
3.50
0 00
796
MAD is Safe
358
766
01/02/2007
349
1 05
3.66
0 00
792
MAD is Safe
358
766
02/02/2007
3.49
1.05
386
0 00
789
MAD is Safe
358
766
03/02/2007
3.49
1.05
366
0 00
785
MAD is Safe
858
766
04/02/2007
3.49
1.05
366
0 00
782
MAD is Safe
858
766
05/02/2007
3.49
1.05
3.66
0 00
778
MAD is Safe
858
766
06'02/2007
3.49
1.05
3 66
0 00
775
MAD is Safe
858
766
07/02/2007
349
1 05
3 66
0 00
771
MAD is Safe
958
766
00/02/2007
3 49
1.05
3 66
0 00
768
MAD is Sale
858
766
09/02/2007
3 49
1 05
3 66
0 00
856
MAD Is Sate
858
766
10/02/2007
3 49
1 05
3 66
0 Ou
353
MAD is Safe
858
766
11/02/2007
3 49
1 05
3 66
0 00
349
MAD is Safe
858
766
12/02/2007
3 49
1 05
3 60
0 00
346
MAD is Safe
658
766
1        13/02/2007
3 49
1 05
3 66
0 00
342
MAD is Safe
858
766
14/02/2007
3 49
• 05
3 66
0 00
839
MAD is Safe
558
766
1     15’02/2007
3 49
1 05|                        3 66
0 oo|                         3J5|MAO is Safe |
858
766I *
I V
«
H
■
I
I H
II N
I
II I
II i n
Appendix-V
Irrigation Scheduling at Individual .Crop Lev,elMadefot^BAGID/RroJebt^te
16/02/200
3.4
9                        1.0
5                         36
5                        0.0
0                          83
2 MAD is Safe
85
8                           766
17/02/200'
3.4
i                         1.0
5                        3.6
5                        0.0
0 82
8 MAD is Safe
85
6                           766
18/02/200'
3.4<
1.0
5                        3 6(
00
9                          82
5 MAD is Safe
85
B                          766
19/02/200'
3.4!
1.0
5                        3.6!
0.0
82
1 MAD is Safe
85
3                          766
20/02/200'
3.4!
1.0
5                        3.6€
O.OC
81
8 MAD is Safe
85
766
21/02/200'
3.4!
1.0!
3 6£
0 0C
81
4 MAD is Safe
35!
766
22/02/200/
3.4£
1.0!
3.66
o.oc
81
MAD is Safe
85!
766
23/02/2007
34$
1.0!
3.66
ooc
BO'
MAD is Safe
858
766
24/02/2007
3.49
1.0!
3 66
o.oc
8O<
MAO is Safe
85£
766
25/02/2007
3 49
1.0!
3 66
ooc
8OC
MAD is Safe
85!
766
26/02/2007
3 49
1.05
3.66
0.00
797
MAD is Safe
858
766
27/02/2007
3 49
1.05
3.66
0.00
792
MAD is Safe
858
766
28/02/2007
349
1.05
3.66
0 00
79C
MAD is Safe
856
766
01/03/2007
3.53
1.05
3.71
o.co
786
MAD is Safe
858
766
02/03/2007
3.53
1.05
3.71
0.00
783
MAO is Safe
858
766
03/03/2007
353
1.05
3.71
0.00
779
MAD is Safe
858
766
04/03/2007
3 S3
1.05
3.71
0.00
776
MAD is Safe
853
766
05/03/2007
3.53
1.05
3.71
0 00
772
MAD is Safe
853
766
05/03/2007
3.53
1.05
3.71
0.00
769
MAD is Safe
858
766
07/03/2007
3.53
1.05
3.71
000
857
MAD is Safe
858
766
08/03/2007
3.53
1.05
3.71
0.00
853
MAD is Safe
858
766
09/03/2007
3 53
1.05
3.71
0 00
850
MAD is Safe
858
756
10/03/2007
3.53
1.05
3.71
0.00
846
MAD is Safe
858
766
•• 03 2007
3 53
• 05
3
c
sz**
MAD is Safe
853
“66
1203/2007                       3.53
1 05
3.71
0 00
839
MAD is Safe
853
765
13/03/2007
353
1.05
3.71
GOO
336
MAD is Safe
858
766
14/03/2007
3 53
1 05
3.71
0 00
332
MAD is Safe
~ 853
766
15/03/2007
3 53
1.05
3.71
0.00
829
MAO is Safe
‘ 853
766
16/03/2007
3 53
1.05
3.71
0 00
825
MAD is Safe
858
766
17^03/2007
3 53
1 05
3.71
0 co
“22
MAD is Safe
853
766
18.03/2007
3 53
1.C5
3.71
0.001                           618  MAD is Safe
853
766
19/03/2007
3 53
1.05
3.7!
0.00
815] MAD is Safe
853
766
2C 03/2007                       3 53
1 05
3.71
0 00
811  MAD is Safe
855
765
21/03/2007
3.53
1.05
3.71
o.co
508  MAD is Safe
853
766
22/03/2007
3 53
1.05
3.71
0.00
804
MAD is Safe
853
765
23/03/2007
353
1.05
3 71
0 00
801
MAD is Safe
858
756
24/03/2007
3.53
1.05
3.71
0.00
797
MAD is Safe
858
766
25/03/2007
3.53
1.05
3.71
0.00
793
MAD is Safe
853
766
26/03/2007
3.53
1.05
3.71
0.00
790
MAD is Safe
653
766
27/03/2007
353
1.05
3.71
0 00
786
MAD is Safe
858
766
28/03/2007
3.53
1.05
3.71
0.00
783
MAD is Safe
853
765
29/03/2007
3.53
1.05
3.71
0 00
779
MAD is Safe
858
766
30/03/2007
3 53
1.05
3.71
0 00
776
MAD is Safe
858
766
31/03/2007
3.53
1.05
3.71
0.00
772) MAD is Safe
853
766
01/04/2007
3.35
1.05
3 52
0 06
769
MAD is Safe
358
766
02/04/2007
3.35
1.05
3.52
006
858
MAD is Safe
858
766
03/04/2007
3.35
1.C5
3.52
006
854
MAO is Safe
858
766
04/04/2007
3.35
1.05
3.52
0C6
851
MAD is Safe
858
766
05/04/2007
3.35
1.05
3.52
0 06
948
MAO is Safe
858
766
06/04/2007
3.35
1.05
3.52
0 06
844
MAO is Safe
858
766
07/04/2007
3.35
1 05
3 52
0 06
841
MAD is Safe
8S3
765
08/04/2007
3 35
1.05
3.52
006
833
MAD .s Safe
858
766
09/04/2007
3 35
1.05
3.52
0.06
835
MAD is Safe
858
766
10/04/2007
3 35
1 05
3.52
0 06
831
MAD is Safe
858
766
11/04/2007
3 35
i 05
3 52
1 00
629
MAO is Safe
858
766
12/04/2007
3 35
1.05
3 52
1 00
927
MAD is Safe
358
765
13/04/2007
3 35
1 05
3 52
1 00
824
MAD is Safe
858
766
14/04/2007
3 35
1 05
3 52
1 00
322
MAO is Safe
358
766
15.04/2007
3 35|
1 05
3 52,   LM
____________
MAD is Safe
853
7<jc|
-18-Appendix-V
Irrigation Schedulingat Individual Ch# LW6I Mdtid fdtteAGID'PrbJe&t'
18/04/2007
3 35
1.05
3.52
1.00
817
MAD is Safe
858
766
17/04/2007
3.35
1 05
3.52
1 00
815
MAD is Safe
858
766
18/04/2007
3 35
1.05
3 52
1.00
813
MAD is Safe
058
766
19/04/2007
3 35
1.05
3.52
1 00
810
MAD is Safe
858
766
20/04/2007
3 35
1.05
3 52
1 00
808
MAD is Safe
858
766
21/04/2007
3 35
1 05
3.52
1 40
806
MAD is Safe
858
766
22/04/2007
3 35
1.05
3.52
1.40
804
MAD is Safe
858
766
23/04/2007
3.35
1.05
3.52
1.40
802
MAO is Safe
858
766
24/04/2007
335
1.05
3.52
1.40
800
MAD is Safe
853
766
25/04/2007
3 35
1.05
3.52
1.40
798
MAD is Safe
858
766
26/04/2007
3 35
1.05
3.52
1.40
796
MAD is Safe
059
766
27/04/2007
3.35
1.05
3.52
1.40
794
MAD is Safe
858
766
28/04/2007
3.35
1.05
3.52
1.40
792
MAD Is Safe
858
766
29/04/2007
335
1.05
3.52
1.40
790
MAD is Safe
858
766
30/04/2007
3 35
1.05
3.52
1 40
788
MAD is Safe
858
766
01/05/2C07
3 21
1 05
3.37
3 10
788
MAD is Safe
858
756
02/05/2007
3.21
1.05
3.37
3.10
788
MAO is Safe
858
766
03/05/2007
3 21
1 05
3 37
3.10
788
MAD is Safe
858
766
04/05/2007
3.21
1.05
3 37
3.10
783
MAD is Safe
858
766
05/05/2007
3.21
1 05
3 37
3.10
788
MAO is Safe
858
766
06/05/2007
3.21
1 05
3.37
3.10
738
MAD is Safe
858
766
07/05/2C07
3 21
1.05
3.37
3.10
788
MAD is Safe
858
766
08/05/2007
3.21
1 05
337
3.10
787
MAD is Safe
858
766
• < -
3 21
• 05
3 37
2 10
"37
MAD is Safe
858
766
12 05/2007
3 21
1 05
3 37
3.10
"37
MAD is Safe
858
766
11’05/2007
3 21
1 05
3 37
7 80
792
MAD is Safe
858
766
: 2 05/2007
3.21
4 05
3.37
7.30
795
MAD is Safe
859
766
13/05/2007
3.21
1 05
3.37
7.80
801
MAD is Safe
858
766
14/05/2007
3 21
1.05
3.37
7.80
306
MAD Is Safe
858
766
■5 75/2007
3 21
1 05
3 37
7 80
310
MAO is Safe
858
766
16 05/2007
3 21
1 05
3.37
7.80
315
MAO is Safe
858
766
17/05/2C07
3 21
1 05
3 37
7.80
819
MAD is Safe
858
766
•9 75,2:37
3 21                          1 05
3 37                          7 32
524  MAD is Safe
359
766
19,05/2007
321
1.05
3.37
7.89
829
MAD is Safe
959
766
20.05/2007
321
1.05
3 37
7.30
833
MAD is Safe
358
766
21/05/2007
3 21
1.05
3.37
4.8C
835
MAO Is Safe
858
766
22/05/2007
321
1.05
3 37
4.80
836
MAD is Safe
858
766
23/05/2007
3 21
1.05
3.37
4 80
330
MAD is Safe
355
766
24/05/2007
3 21
1.05
3 37
4.80
339
MAD is Safe
858
766
25/05/2007
3.21
1.05
3.37
4.80
841
MAD is Safe
859
766
26/05/2007
3.21
1.05
3.37
4.80
843
MAD is Safe
858
766
27/05/2007
3 21
1.05
3 37
4.80
844
MAD is Safe
858
766
28/05/2007
321
1.05
3 37
4 eo
846  MAD is Safe
858
766
2905/2007
3 21
1.05
3.37
4.80
347
MAD is Safe
858
766
30/05/2007
321
1.05
3.37
4.80
849
MAD is Safe
858
766
31/05/2007
3.21
1.05
3.37
4.80
851
MAO is Safe
858
766
01/05/2007
3.09
1.05
3 24
1.50
849
MAD is Safe
858
766
02/05/2007
3.09
1.05
3 24
1.50
847
MAD is Safe
858
766
03/06/2007
309
1.05
3.24
1.50
846
MAD is Safe
858
766
04/06/2007
3 09
1.05
3 24
1.50
844
MAD Is Safe
858
766
05/05/2007
3.09
1.05
3.24
1 50
843
MAD is Safe
858
766
06/06/2007
309
1.05
3 24
1.50
841
MAD is Safe
858
766
07/06/2007
3.09
1.05
3.24
1 50
840
MAO is Safe
858
766
08/06/2007
3.09
1.05
3 24
1 50
838
MAD is Safe
358
766
09 06/2007
3 09
1.05
3 24
1 50
836
MAD is Safe
853
766
10/06/2007
3.09
1.05
3.24
1 50
835
MAD is Safe
853
766
11/06/2007
3 09
1.05
3.24
1 oc
831
MAD is Safe
853
766
12"?n?".O7
13 05i 2007
3 09
1 05
j 24
1 oc
331
MAD is Safe
85:
766
3.09
1 05
3 24
1 00|                          32E
MAD is Safe
85$
766|
---- -- - — ---------Appendix- V
Irrigation Scheduling at Individual Crop .MadeforiBAGID)PrOjedt>****'
14/06/2007
3.09
1 05
3.24
1.00
828
MAD is Safe
858
766
15/06/2007
3.09
1 05
3.24
1.00
824
MAD is Safe
858
766
15/06/2007
3.09
1 05
324
1.00
822
MAD is Safe
858
766
17/06/2007
3.09
1.05
324
1.00
820
MAD is Safe
858
765
1B/06/2007
3 09
1.05
3.24
1.00
818
MAD is Safe
858
766
19/06/2007
309
1.05
3 24
1.00
816
MAD is Safe
858
766
20/06/2007
3 09
1 OS
324
1.00
814
MAD is Safe
858
766
21/06/2007
3 09
1 05
324
0.80
812
MAD is Safe
858
766
22/06/2007
3.09
1.05
324
0.80
809
MAD is Safe
858
766
23*06/2007
3 09
1.05
3 24
0.80
807
MAD is Safe
858
766
24/06/2007
3 09
1.05
3.24
0 80
805
MAD is Safe
858
766
25/06/2007
3.09
1 05
324
0.80
802
MAD is Safe
858
766
26/06*2007
3.09
1.05
3 24
0.80
800
MAD is Safe
858
766
27/06/2007
3.09
1 05
3 24
0.80
798
MAD is Safe
858
766
2B/06/2007
3.09
1.05
324
0.80
796
MAD is Safe
858
766
29/06/2007
3 09
1.05
3 24
o eo
793
MAD is Safe
858
765
30/06/2007
3.09
1.05
324
0.80
791
MAD is Safe
858
766
01/07/2007
2.58
1.05
2 71
0 00
788
MAO is Safe
858
756
02/07/2007
2.53
1.05
2 71
0.00
786
MAD is Safe
858
766
03/07/2007
2.58
1.05
2.71
000
783
MAD is Safe
858
766
04/07/2007
2.50
1.05
2.71
000
781
MAD is Safe
858
766
05/07/2007
2.58
1.05
271
0 00
773
MAD is Safe
858
766
06/07/2007
2.58
1.05
2.71
0 00
775
MAD is Safe
858
765
-- :™c7
cs
• 05
2.71                         o :z
773
MAD is Safe
556
-55
06*07 2007
2.58                       1.05
2 71
0 00
770
MAD is Safe
353
756
09/07/2007
2 58
1.05
2.71
0 00
768
MAD is Safe
856
755
IC/07/2007
2.58
i 05
2.71
0 00
357
MAD is Safe
958
‘ 755
11/07/2007
2 58
1.05
2.71
0.07
855
MAD is Safe
353
•    755
12/07/2007
2.58
1.05
2.71
0 07
852
MAD is Safe
358
756
*3/07*2007
2 58
’ 05
2.71
0.07
350
MAD is Safe
359
755
14/07/2007
2.58
1.05
271
007
847
MAD is Safe
858
756
15/07/2007
2.58
1.05
2.71
0.07
845
MAD is Safe
358
755
c'j. 2007
2 58                       1 05
2.71
□ 07
942
MAD is Safe
358
“55
17 07/2007
2.56
1 05
271
0.07
839 MAD is Safe
S56
755
18/07/2007
2.58
1.05
2.71
0.07
837
MAD is Safe
358
766
19/07/2007
2.58
1.05
271
0.07
834
MAD is Safe
958
756
20/07/2007
2 58
1.05
2.71
0.07
832
MAD is Safe
SS8
766
21/07/2007
2 58
1.05
2.71
0.08
829
MAD is Safe
353
756
22/07/2007
2.58
1.05
2.71
0.08
827
MAD is Safe
358
766
21*07/2007
2.58
1.05
2.71
0.08
824
MAD is Safe
656
766
24/07/2007
2.58
1.05
2 71
0.08
822
MAO is Safe
858
766
25/07/2007
2.58
1.05
2.71
0.08
819
MAD is Safe
658
766
26/07/2007
2 58
1 05
271
0.08
817
MAD is Safe
350
756
27/07/2007
2 58
1 05
2.71
o.oa
814
MAD is Safe
356
756
28/07/2007
2.58
1.05
2.71
0.08
812
MAD is Safe
358
766
29/07/2007
2 58
1.05
271
0.08
809
MAD is Safe
858
766
30/07/2007
2 58
1.05
2.71
0.08
807
MAD is Safe
658
766
31/07/2007
2.58
1.05
2.71
0.08
804
MAD is Safe
858
766
01/08/2007
2 76
1 05
290
0.05
802
MAD is Safe
858
766
02/08/2007
2 76
1 05
2.90
0 05
799
MAD is Safe
858
766
03/00/2007
2 76
1 05
2.90
0.0!
796
MAD is Safe
858
766
04/08/2007
2 76
1 05
2.90
0 05
794
MAO is Safe
858
766
05.08/2007
2 76
1 05
2.90
0.0!
791
MAD is Safe
858
768
06 08/2007
2 76
1 05
2.90
0 0!
78f
MAD is Safe
858
76c
07*08/2007
2 76
1.0!
2.9C
0 0!
78!
MAD is Safe
858
1
75c
OaOB/2007
2.76
1.0!
2.9C
00
78
MAD is Sale
851
768
09/08/2007
2 76
1.0!
2.9C
0.0
5                       78
) MAD Is Safe
851
76(
IQ'08'2007
2 76
1 0!
2 9C
)| 0 0
5                       77
7 MAD is Safe
85
761
|     1 I Ob 2007
2 7u|                      1.05]                      2.9( )|                     o 12|                        77  5|MAD <s Safe
85
B                       76(Appendix- V
^2JOQI2OQ7
2.76
1.0!
2.9C
0.12
772
MAD is Safe
858
766
13/08/2007
2.76
1 Of
2.9C
0.12
76S
MAD is Safe
858
766
14/08/2007
2.76
1.05
2.9C
0.12
767
MAD is Safe
858
766
15/08/2007
2.76
1.05
2.90
0.12
856
MAD is Safe
858
756
16/08/2007
2.76
1 05
2.90
0.12
853
MAD is Safe
858
766
17/08/2007
2.76
1 05
2.90
0.12
851
MAD is Safe
859
766
18/08/2007
2.76
1.05
2.90
0.12
848
MAD is Safe
858
766
19/08/2007
2.76
1.05
2.90
0.12
846
MAD is Safe
859
766
20/08/2007
2.76
1.05
2.90
0.12
843
MAD is Safe
858
766
21/08/2007
2.76
1.05
2 90
0 00
840
MAO is Safe
858
766
22/08/2007
2.76
1.05
2.90
0.00
837
MAD Is Safe
858
766
23/08/2007
2 76
1.05
2 90
0 00
835
MAD is Safe
858
766
24/03/2007
2.76
1.05
2.90
0.00
832
MAD is Safe
858
766
25/08/2007
2.76
1 05
290
0 00
829
MAD is Safe
858
766
26/09/2007
2.76
1.05
2.90
0.00
825
MAD is Safe
858
766
27/08/2007
2.76
1 05
2 90
0.00
824
MAD is Safe
858
766
28/08/2007
2.76
1.05
2.90
0.00
821
MAD is Safe
858
766
29/08/2007
2 76
1.05
2 90
0.00
818
MAD is Safe
859
766
30/08/2007
2 76
1.05
2.90
0.00
815
MAD is Safe
858
766
31/08/2007
2.76
1.05
2.90
0.00
812
MAD is Safe
858
766
01/09/2007
3.01
1.05
3 16
0.03
810
MAD is Safe
858
766
02/09/2007
301
1.05
3.16
0.03
807
MAD is Safe
859
766
03/09/2007
3.01
1.05
3.16
0 03
304
MAD is Safe
858
756
T- 09/200”
3 c:
1 05
3
2.03
MAD is Safe
asal
“•26
25/09/2007
3.01
1.05
3.15
0.03
798
MAD is Safe
858
766
06/09/2007
3 01
1 05
3 16
0.03
795
MAD is Safe
858
766
C7.09/2007
301
1.05
3.16
0.03
792
MAD is Safe
858
766
08/09/2007
301
1 05
• 3 16
0.03
789
MAD is Safe
858
766
09/09/2007
301
1 05
3 16
0.03
785
MAD is Safe
858
766
10/09/2007
301
1 os!
3 15
C 03
793
MAD is Safe
958
766
11/09/20071                    3.011                     1.05
3 16
0.20
780
MAD is Safe
858
766
12/09/2007                     3.011                     1.05
3 16
0.20
777
MAD is Safe
858
766
•3 09/200"!                     3 0*|                     1 05
3 -6|
0.20
7'4
MAD is Safe
853
766
14/09/20071
3.011                     1.05|                     3 16,
0.20|                      771| MAD is Safe
8581                       766
I
------------ h
4AD(mm
------ —
)
1
Field Capacity
i
- - lower MADIrrigation Schedu
ling at i
ndividual&rop Leyp! [Made
Appendix- V
AGIO ^reject****
Table V-6 Irrigation Scheduling for Potato
Site Name BAGID Project
I
T
T
Soil Type ; - Clay |
Soil Moisture Curve
So l Moisture Tendon (mb)
Soil Water Content for Potato
Bulk Density
AW(mm/m)___________________
Root deplh(m)_________________
AW(mm)_____________________
P tor Potato___________________
RAW (mm)___________________
Net   depth   of   application(rrm)
Application Efficiency (%)
Soil Moisture Tension (bar)
AW Al FC(mm)
322
RAW(mm)
20
AW At PWP(mm)
241
MAD
301
Date
ETfmm/day)
KC
Etc(mm/day)
3 eWmm)
MAD(mm)
Field Capacny
Lower MAD
2 32|             2 4Q
i 33
2|
320
MAD is Safe
322
:•
13-Jan
3.33
3 40
1 33
J
319
MAD is Safe
322
301
14-Jan
3 33
0 40
1.33
0
318
MAD is Safe
322
301
•15-Jan
3 33
•3.40
1 33
0
315
MADls Safe
322
301
i6-Jan
3 33
0 40
1.33
0
315
MAD is Safe
322
301
17-Jan
3.33
040
1.33
0
314
MAD is Safe
322
301
i8-Jan
3 33
3 40
• 33
0
312
MAD is Safe
322
20’
19-Jan
333
0.40
1.33
0
31l'|  MAD is Safe
322
201
20-Jan
3 33
0.40
1.33
0
310
MAD is Safe
322
301
21-Jan                    3 33
3.40
• 33
3
303
MAD is Safe
322
201
22-Jan                    3 33
0 40
! 33
0
307
MAD is Safe
322
301
23-Jan
3 33
0.40
1.33
0
306
MAD is Safe
322
301
24-Jan
3.33
0.40
1.33
0
304
MAD is Safe
322
301
25-Jan
3 33
0.40
1 33
0
303
MAD is Safe
322
301
26-Jan
3.33
0.40
1.33
0
302
MAD is Safe
322
301
27-Jan
3.33
0 40
1.33
0
321
MAD is Safe
322
301
23-Jan
3.33
0.40
1.33
0
319
MAD is Safe
322
301
29-Jan
3.33
040
1 33
0
31B
MAD is Safe
322
301
30-Jan
3 33
0 40
1.33
0
317
MAD is Safe
322
301
31-Jan
3.33
0 40
1 33
0
315
MAD is Safe
322
301
01-Feo
3.49
0.75
2.62
0
313
MAD is Safe
322
301
02-Feb
3.49
0.75
2.62
0
310
MAD is Safe
322
301
03-Feb
3 49
0.75
2.62
0
307
MAD is Safe
322
301
04-Feb
3.49
075
2.62
0
305
MAD is Safe
322
301
05-Feb
3 49
0.75
2.62
0
302
MAD Is Safe
322
301
36-Feb
3.49
0.75
2.62
0
320
MAD is Safe
322
301
07-Feb
3 49
0.75
2.62
0
317
MAD is Safe
322
301
OB-Feb
3.49
0 75
2 62
0
315
MAD is Safe
322
301
09-Feb
3 49
0.75
2.62
0
312
MAD Is Safe
322
301
10-Feb
3 49
075
2.62
0
309
MAD is Safe
322
301
11-Feb
349
0 75
2.62
0
307
MAD is Safe
322
301
12-Feo
349
0 75
262
c
304
MAD is Safe
322
331
13-Feo
349
0 75
2.62
c
30
MAD is Safe
322
301
14-Feb
349
0 75
2.62
c
31$
MAD is Safe
322
301
15-Feb
3.49
0 75
2 62
c
31f
MAD is Safe
322
301
16-Feo|                    3 45
0.75
2.62
3l4|MADisSafe
32;
301
-22-Appendix- V
Irrigation Scheduling at •individual Crop ve/ Made VonBAGID/Project
17-Fct
3.49
0 75
2.62
0
311
MAD is Safe
322
301
18-Feb
3.49
0.75
2 62
0
309
MAD Is Safe
322
301
19-Feb
3.49
0.75
2.62
0
306
MAD is Safe
322
301
20-Feb
3.49
075
262
0
303
MAD is Safe
322
301
21-Feb
3.49
0.75
2.62
0
321
MAD is Safe
322
301
22-FeD
3.49
0.75
2.62
0
318
MAO is Safe
322
301
23-Feb
3 49
0.75
2.62
0
316
MAD is Safe
322
301
24-Feb
3 49
0.75
2.62
0
313
MAD is Safe
322
301
25-Feb
3 49
0.75
2.62
0
310
MAD is Safe
322
301
26-Feb
3.49
0.75
2.62
0
308
MAD is Safe
322
301
27-Feb
349
0.75
262
0
305
MAD is Safe
322
301
28-Feb
349
0.75
2.62
0
303
MAD is Safe
322
301
01-Mar
3.53
0.75
2.65
0
7-        320
MAO is Safe
322
301
02-Mar
3.53
0.75
2.65
0
318
MAD is Safe
322
301
03-Mar
3.53
0.75
2 65
0
315
MAD is Safe
322
301
04-Mar
3.53
0.75
2.65
0
312
MAO is Safe
322
301
05-Mar
3.53
075
265
0
310
MAD is Safe
322
301
06 Mar
3.53
0.75
2.65
0
307
MAD is Safe
322
301
07-Mar
3 53
0.75
2 65
0
304
MAD is Safe
322
301
08 Mar
3.53
1.05
3.71
0
321
MAD is Safe
322
301
09-Mar
3 53
1.05
3.71
0
317
MAO is Safe
322
301
10-Mar
3 53
1 05
3 71
0
313
MAD is Safe
322
301
11-Mar
3 53
1 05
3.71
0
310
MAD is Safe
322
331
12-Ma-                         5-                • 25
3 71
2
326
MAD is Safe
322
13-Mar
3.53
1.05
3.71
0
302
MAD is Safe
322
331
14-Mar
3 53
1 05
3 71
0
319
MAD is Safe
322
331
15-Mar                     3.53
1.05
3.71
0
315
MAO is Safe
322
3G 1
16-Mar
3.53
1.05
3.71
0
311
MAD is Safe
322
301
17-Mar
3 53
1.C5
3.71
0
308
MAD is Safe
322
301
1 S-Mar
? s:
1 C5
3 71
c
304
MAD is Safe
322
2G*
19-Mar                     3 53
1.05
3.71
0
320
MAD is Safe
322
301
20-Mar
3.53
1 05
3 71
0
317
MAD is Safe
322
301
21-Mar
3.53
i 05
3 ;•
o
MAD is Safe
322
73-
22 Mar
3.53
1.05
3 71
0
3Q9
MAD is Safe
322
301
23-Mar
3.53
1.05
3.71
0
3C6
MAD is Safe
322
301
I                     24-Mar
3 53
1 05
3.71
0
302
MAD is Safe
322
301
25-Mar
3 53
1 05
3.71
0
318
MAD is Safe
322
301
26-Mar
3 53
1 05
3 71
0
315
MAD is Safe
322
301
27-Mar
3 53
1.05
3.71
0
311
MAD is Safe
322
301
28-Mar
3.53
1.05
3.71
0
307
MAO is Safe
322
301
29-Mar
3.53
1 05
3.71
0
304
MAD is Safe
322
301
30-Mar
3 53
1 05
3.71
0
320
MAD is Safe
322
301
31-Mar                     3 53
1 05
3 71
0
316
MAD is Safe
322
301
01-Apr
3.35
1.05
3.52
0
313
MAD is Safe
322
301
02-Apr
3.35
1.05
352
0
309
MAD is Safe
322
301
03-Apr
3.35
1 05
3.52
0
306
MAD is Safe
322
301
04-Apr
3 35
1.05
3 52
0
302
MAD is Safe
322
301
05-Apr
3.35
1 05
3 52
0
319
MAD is Safe
322
301
06-Apr
3.35
1.05
3 52
0
316
MAD is Safe
322
301
07-Apr
335
1.05
3.52
0
312
MAD is Safe
322
301
08-Apr
3 35
1.05
3 52
0
309
MAD is Safe
322
301
09-Apr
3 35
1.05
3.52
0
305
MAD is Safe
322
301
10-Apr
3.35
1 05
3 52
0
301
MAO is Safe
322
301
11-Acr
3 35
1 05
3 52
0
318
MAD is Safe
322
301
12-Apr
3 35
1 05
3 52
0 06
315
MAD is Sate
322
301
13-Apr
3.35
10?
3 52
0 06
311
MAD is Safe
322
301
14-Apr
3 35
1 C5
3 52
0 06
308
MAD is Safe
322
301
15-Ap’
3 35
1 05
------------------
0 06
*<
MAD is Safe
322
301
16-Ap'
3 35               1.05
352
0 06                         321 [MAD is Safe
a?'
>1Appendix-V
Irrigation Scheduling atindividualCrop Level Made fonBAGIDJtooJebft***^
17-Apr
3.35
1.05
3 52
0.06
318
MAD is Safe
322
301
IB-Apr
3.35
0.70
2.35
0 06
315
MAD is Safe
322
301
19-Apr
3.35
0.70
2.35
0.06
313
MAD is Safe
322
301
20-Apr
3 35
0.70
2.35
0 06
311
MAD is Safe
322
301
21-Apr
3 35
0.70
2.35
0.06
309
MAD is Safe
322
301
22-Apr
3 35
0.70
2.35
1
307
MAD is Safe
322
301
23-Apr
3 35
0.70
2.35
1
306
MAD is Safe
322
301
24-Apr
3 35
0.70
235
1
304
MAD is Safe
322
301
25-Apr
3 35
0 70
2.35
1
303
MAD is Safe
322
301
26-Apr
3.35
0.70
2.35
1
302
MAD is Safe
322
301
27-Apr
3.35
0.70
235
1
321
MAD is Safe
322
301
28 *pr
3.35
0.70
2.35
1
319
MAD is Safe
322
301
29-Apr
3.35
0 70
2.35
1
318
MAD is Safe
322
301
30-Apr
3.35
0.70
2.35
1
317
MAD is Safe
322
301
01-May
3.21
0 70
2.25
1
315
MAD is Safe
322
301
02-May
3 21
0.70
2.25
14
315
MAD is Safe
322
301
03-May
3.21
0.70
2.25
1.4
314
MAD is Safe
322
301
04-May
3.21
0.70
2.25
1.4
313
MAD is Safe
322
301
05-May
3 21
0.70
2.25
1.4
312
MAD is Safe
322
301
05-May
3 21
0.70
2.25
1.4
311
MAD is Safe
322
301
07-May
3.21
0.70
225
1.4
310
MAD is Safe
322
301
08-May
3.21
0.70
2.25
1.4
309
MAD is Safe
322
301
09-May
3.21
0 70
2.25
1.4
309
MAD is Safe
322
301
'O-May
' 21
cr:|
z-i
•4
303
MAD is Safe
322
TT*
1 1 -May
3 21
0                            2 251                    1.4
307
MAD is Safe
322
331
12-May
3 21
□ 70|               —Fit7               3.1
308
MAD is Safe
322
301
fig V-10 Irrigation Scheduling Made for Potato at 0AGID Project Command System
325
305
300 10Capacity Sraiair-.j,-.;s. of TC
Appertdix-VI
■'•j sc.-n.^- _ '•.       •: ’ BAGID Zcn-.—S'-.c S> ztc~
GIVEN
Velcvit, (n-.b/ = Canal Side Slope m =
roughness coefficient, n = duty (l/s/ha) =
Qn = 81/2
0.50
1.50
0.03
1 20 0.0012
m3/s/ha
|hd + nid2]5/3
|b+2d ^1+m2]25
CANAL
NAME
AREA
COVERED BY
THE CANAL
DOWN
STEAM
POINT
UP
STREAM
POINT
ELEVATION
DIFERERENC
E B/N
Length (m)
Discharge
(m)
canal
bottom
width (m)
canal
depth (m)
gradient of
canal bottom
(Smax)
elevation dif
of the
designed
canal (U-B)
elevation dif of the OGL
& canal
No. of drops 
for
balancing
canal &
ACTUALDR OPS NO.
MAIN             CANAU^i
5065 •
’ \ :■?. -■
-- ■ ' '
BG SC-1
35
1981.81
2060.45
78.64
482.14
0.042
0.3
0.4
0.003
1.5
77.2
154.35
154
BG TC-1-1-1
10
25
1981.83
20604                    78.57
93045                   0.012
0.15
0.15
0 003                        22
75 5                       151.56
151
BG TC-1-1-2
1981.81
2020.31
38.5
1060.68                   0.03                    0.15
0.15
0 008
8.0
30 5                       61.09
61
BG SC-3
295
1963.64
2015.94
52.3
3913.85
0.354              0.7
0.7
0.011
44.4
7.9                       15.74
7
BG TC-1-3-1
1969.67
2015.81
46.14
1393.6
0 054                    0.20
0.20
0.009
12.S
33.3                       66.63
66
BG TC-1-3-2
45
40
45
40
35
30
25
20
10
5
1967.05
1985 13
18.08
985 03
0.048                   0.20                   0.2C
0.008
23 05
20
BG TC-1-3-3
1961.53
1972.25
10.72
1292.5                  0.05*                    0.25                   0.25
0.00“
“-
BG TC-1-3-4
1960.95
1965.02
4.07
1076 72                 0 048
0.40                   0 40
0.U03                        3 5
*-
1 15                           1
BG TC-1-3-5
1959.02
1963 33
4.31                        931 8*                   0.042                    0.35                   0.35                     0.003                        32
2 3C
BG TC-1-3-6
1960.15
1964.61
4.46                       730.86                   0 036                   0.25                   0 25
0.005
33
2 26
BG TC-1-3-7
1960.26
1964.69
4 43                        620 5*                    0 03                    0.20                   0 20
0 005                         n                            - 3
2 52
2
BG TC-1-3-?
1960 66
"964 Pf                    3 99
59?
“ 2C
?:•
0 00*                        2 4
- na
3
BG TC-1-3-9
1961.74
1964.79                    3.05                       295.35                  - C . r
0.20                  0 20                     0.001                        1 5
4.69
5
BG TC-1-3-1C
1963.64            1 £)$•£ £ *•                 0.99                       34-
~ '■’0
0 0? ■
•
BG SC-2
100
1981.81
2020.56
38.75
415.83                    0.12
0.3                    0 2.
0.012                5.0
33.8                       67.60
67
BG TC-1-2-1
1981.83
2020.48
38.65
1326 4
0.066
0.20                   n •»'        i           0.01-                        14.9
23 “
>7 * A
47
BG TC-1-2-2
55
45
1981.81
2021.24
39.43
1581.88
0.054
0.20
0.2C                      0.009                       14 6
24.9                        49 75
4/
BG SC-4
125
1952.43
1981.51
29.08
885.35
0.15
0.3
0.30                     0.015               19.3
9.7                         19.48
16
BG TC-1-4-1
1949.18
1981.44
32.26
1299 12
0 06
0.20
0.20                       0.01C                       13 0
19 2                       38 46
36
BG TC-1-4-2
1949
1981.48
32.48
1274.4
0.06
0.20
0 20
0010
12 1
20 4                        40.74
40
BG TC-1-4-3
50
50
25
1952.43
1981.43
29
1184.54
0.03
0.20
0 2C
0.005
42
24 6                       49 57
49
BG SC-5
115
1955.18
1970
14.82
824.41
0.138
0.3
0 30
0.014
11.3
3.5
7.06
5
BG TC-1-5-1
60
40
1938.7
1969.49
30.79
1372 64
0.072
0.20
020
0.012
16 8
13 9
27.90
1946.56
1966.98
11
20.42
10 23
1004.59
615 22
0.048
0 018
0.20
2
27
BG TC-1-5-2
0.20
BG TC-1 -5-3
BG TC-1-6-1
10
110
35
40
35
1 1o
1920.81
1933.96
965 4
1949.7
1948.96
.
0.132
0.042
00
0.3
0.20
0.C08
UUUJ
8.2
12.2
24.41
23
BG SC-6
28.89
15
858.18
823.99
0 30
0 20
0.013
0 007
1.9
11.2
5.9
8.3
17.6
91
16 69
35.30
18
16
33
i7
BG       TC-1-6-2 BG TC-1-6-3
1930.46
1920 81
1948 57
1947.87
18.11
27.06
1120.43
1294.15
0 048
0.042
0 20
0.20
0 20
0 20
0 008
0 007
9.2
93
.
89
17 8
16
34
BG SC-7
135
1895.34
1937.71
42.37
2480.83
0.162           0.3
0 30
0.016
17 89
35 60
39.9
2.5
4.97
BG TC-1-7-1
5
5
15
40
1932.74
1937.71
4.97
99 88
0 20
0 001
01
49
9 74
10
BG TC-1-7-2
0 20
o:
3“
7 44
8
BG   TC-1   -7-3 BG TC-1-7-4
1933 84
1Q9Z 14
1937.71
1937 43
3.87
13 28
146 86 ____ 722 49
0 006
0 006 0018
0 20
0 20
0 20
0 001
n nn*>
1907.63
1937.43
29 8
904 65
0.048
0.20
0 20
0 008
74
11 1
22 4
22 13
44.80
22
44
.1.Capacity Statements of nciuding ali none sampled TCs E>A~...
Appendix-V! Sysiem
Appendix-VI Cont'd
i
CANAL
NAME
AREA
COVERED B'l
THE CANAL
DOWN < STEAM
POINT
I
UP
STREAM POINT
1------------
ELEVATION DIFERERENC
E B/N
7------------------- - Length (m)
—
Discharge
(m)
I       canal bottom
width (m)
1
canal depth (m
I
gradient of
canal bottorr
(Smax)
elevation di
of the
designed
canal (U-B)
T elevation di of the OGL
& canal
’Mo. of drops f           for
balancing
canal &
Ground
ACTUALDR
OPS NO.
BG TC-1-14-4
BG TC-1-14-5
BG TC-1-14-6
BG TC-1-14-7
BG TC-1-14-8
BG TC-1-14-9
BG TC-1-14-1C
BG TC-1-14-11
25
15
10
25
45
45
25
20
10
10
20
20
10
1834.57
1850 19
15.62
703.02
0.03
0.20
0.20
0.005
3.6
12.0
24.05
24
1829.41
1838.99
9.58
333.17
0.018
0.20
020
0.003
1.0
8.6
17.12
17
1826.78
1834.99
8.21
333.69
0.012
0.20
0.20
0.002
0.7
7.5
15.06
15
1823.41
1834.64
11.23
538.26
0.03
0.20
0.20
0.005
2.8
8.5
16.96
17
1803.82
1831.05
27.23
1290.71
0.054
0.20
020
0.009
11.9
15.4
30.71
30
1798.92
1827.7
28 78
1233.66
0.054
0.20
020
0.009
114
17.4
34.86
33
1789.77
1809.26
19.49
684.39
0.03
0.20
0.20
0.005
3.5
16.0
31.98
32
1771.22
1797.81
26.59
637.48
0.024
0.20
0.20
0.004
2.6
24.0
47.97
48
BG TC-1-14-12
1777.75              1793.01
15.26
475.35
0.012
0.20
0.20
0.002
1.0
14.3
26 58
29
BG TC-1-14-13
1763.82          j 1780 85
17.03
458.54
0.012
0.20                   0.20
0.002
0.9
16.1
32.18
32
BG TC-1-14-14
1756 09              1766 89
10.8
597.43
0.024
0.20
0.20
0.004
2.4
8.4
16.71
16
BG TC-1-14-15
1761.26
1766.66
5.4
584.24
0.024                    0.20
0.20
0.004
2.4
3.0
6.02
5
BG TC-1-14-16
1761.78
1766.19
4.41
262.25
0.012
0.20
0.20
0.002
0.5
3.9
7.75
8
BG SC-15
130
1821.9
1835.22
13.32
1204.06
0.156
0.3
0.3
0.015
18.6
-5.3
-10.64
BG TC-1-15-1
1822.57
1834 7                    12.13
1335.63
0.06
0.25
0.25
0.008
10.1
2.0                         3.96
2
BG TC-1-15-2
1822.27
1834 47                    12.2
1104.4
0.06
0.25
0.25
0.008
8.4
3.8                          7.63
6
BG TC-1-15-3
50
50
30
1821.9                1834 ^8       I          12.58
796.4                  0.036                    0.20
0.20
0.006
4.9
1.1                   15.3r             !             15
BG SC-16
195
1806.41      | 1822.48 ]                     16.07
2252.63
0.234 j                    0.3
0.3
0.023
52.3
-36.2                    -72.48 J
BG TC-1-16-1
60
55
45
35
1806.53            1822.37 |                  15.84
1507.11
0.072                    0.25
0.25
0.009
13.7
2.1                        4.22             |              4
BG TC-1-16-2
1812 .4"              1822.24 I                  9.83                        1712 44
0.066                    0.25
0 40
0.005                        8.5
1.0
BG TC-1-16-3
1812.55
1821.74        |           9.19
924.69
0.054 j                  0.25
0.25         |          0.007
6.3
2.9                        5.74             j              5
BG TC-1-16-4
1806.41
1821.63 I                 15.22
1068 44
0.042                    0.20
0.20        1         0.007
7.6
BG SC-17
215
7.6                       15 '5 I                          15
1793.47
1802.05 |                   2.58
1732.75
0.258                     0.3
0.3          |         0.026
44.4
-35.8
-71.5-
BG TC-1-17-1
1777.64
1801.54 |                   23.9
1149 13 I 0.03                          i         0.20          I        020          I          0.005            I            5.9
18.0            I         36.05            !            35
BG TC-1-17-2
1. . ,4.-.                            5f
'■
13' 54            .      w,c.4_                    322                     :.2O                                 C 00“             1          r -
“                      2; J                              ~~
BG TC-1-17-3
1777.22         |     180128
24.06
1433.33
0.054                  0.20
020          |          0 009
13.2
10.9                      21 —             |             19
BG TC-1-17-4
25
35
45
50
40
20
1779.66
1801.09
21.43
1780.95
0.06                   0.20
0.20 j                  0 010
18.2
3.2                        6 44             i              3
BG TC-1-17-5
1791.23
1800.93
9.7
1114.15
0.048                 0.20
0^20        |          0.006
91
0.6
1 17
BG TC-1-17-6
1793.47
1800.86                    7.39
710.47
0.024                  0 20
0.20
0.004
2.9
4.5
6.97
BG SC-18
90
1770.39 1802.05 1757.51 1801.94
1770.39 1796.42
31.66
610.93
0.108                   0.3
0.3
0.011
6.5
25.1
50.22
53
BG TC-1-18-1
44.43
2539.56
0.084                  0.20
0.20
0.014
36.4
8.1
16.16
38
BG TC-1-18-2
70
20
26.03
941.48
0.024
0.20
0.20
0.004
BG SC-19
105
1756.99
1777.5
20.51
815.07
0.126
3.9
22.2
0.3
44 36
0.3
0.013
10.2
44
10.3
20.64
19
BG TC-1-19-1
BG TC-1-19-2
35
35
35
1757.64
1777.42
19.78
1160.33
0.042
0.20
0.20
0.007
8.3
11.5
22 95
1757.21
1777.26
20.05
1168.43
0.042
0.2C
22
020
0.007
8.4
11.7
.
23 38
BG TC-1-19-3
1756.99
1776.8
19.81
1349.36
0.042
22
0.20
0.20
0.007
BG SC-20
100
1739.56
1757.49
17.93
992.89
0.12
9.7
10.2
0.3
.
20.31
0.3
0.012
11.8
19
6.1
50
20
30
165
1305.74
0.06
12 21
1757 39
17.33
0.20
0.20
0.010
13.4
4.0
.
7 96
9
BG TC-1-20-1
1740.06
7
BG TC-1-20-2
1745.54
1756.97
11.43
487.46
0.024
0.20
020
0.004
2.0
9.4
BG TC-1-20-3
RC QC 21
.
1739.75
1748 99
1756 75
1757 49
17
85
962.16 2286.82
0.036
0.198
18 87
90
0.20
n
020
0.006
5.9
11.1
22.20
21
BG TC-1-21-1
40
BG TC-1-21-2 70
BG TC-1-21-3                        15
BG TC-1-21-4                       20
BG TC-1-21-5                       20
1747.53
1747.71
1750 37
1750.38
1748 99
1757 38
1757 4
1756.7
1755.88
1753.15
9.85
9.69
6.33
5.5
4.16
1007 28 _ J
1752 36
482.94 ______ 515.18
580 48
0.048
084
J>0l8
0-024
0 024----------
0.20
0.40
0.20
0.20
0.20
0.3
0 20
0 40
0 20
020
0.20
0.020
0.008
0 006
0.003
0.004
0.004
44.9
8.2
100
1.5
2.1
2.4
-36.4
1.6
-0.3
4.8
3.4
1.8
-72.87
3.22
-0.53
9 70
6.79
3.57
9
0
10
7
3Collector Drain 1
Appendix -VII Bale Gardul Irrigation Project Collector Drains Hydraulic parameters
sr
•’
Reach(m)
Req'd Q
(m3/s)
Manning
(n)
Slope (m/m)|
Side Slope
(v)l: (H)
Depth (m)
Bottom
Width (m)
Wetted
Perimeter
(m)
Flow Area
(m’j
Velocity
(m/s)
B/H Ratio
F.b(m)
jo io 1182
0.285
0.03
0.0009]
01:02
0.48
0.5
2.63
0.69
0.41
1.04
0.3
Collector Drains 2
Reach (m)
Req'd Q
(m3/s)
Manning
(n)
Slope (m/m)
Side Slope
(v)l: (H)
Depth (m)
Bottom
Width (m)
Wetted
Perimeter
(m)
Flow Area
2
(m )
Velocity
(m/s)
B/H Ratio
F.b (m)
[Oto 1040
0.335
0.03
0.0008
01:02
0.53
0.55
2.86
0.82
0.41
1.04
0.3
104010 3538
0669
0.03
>    -y*
00006
01:02
063
1.2
4.01
1.55
0.43
1.90
0.35
Collector Drains 3
| Req*. 0
Manning
(n)
Slope (m/m)
Side Slope
(v|l r(H)
Depth (m)
1
Bottom Width (m)
Wetted
PeHmeter
(m)
Flow Area
(m'l
Velocity
(m/s)
B/.l Ratio
F.b (tn)
[C to 1981 II                 0 282|
0.03
00009
01.02
047
0.5
2.62
_________ 0.69
0.41
1.06
0.3
*
[l^l to297ljl 0.564]
0.03
0.0007
01 02
0 65
065
3 56
1.27
044
1.00
0.35
Collector Drains 4
• Reach (m)
Req'd Q
(m3/s) ,
Manning
(n)
11 Slope (m/m)
Side Slope
(v)l :(H)
Depth (m)
Bottom Width (m)
Wetted
Perimeter
(m]
Flow Area
(m’|
Velocity
(m/s)
B/H Ratio
F.b(m)
kto 1270
0 375]
0.03]
0.0009 j]
01 02
0 54]
0.55
2.98
0.89
0.42
1.02
"0.3
Collector Drains 5
Reach (m)
Req'd Q
(m3/s)
! Manning
(n)
Slope (m/m) J
Side Slope
Mi;(H)
Depth (m)
Bottom
Width (m)
Welted Perimeter
Flow Area
(m’|
Velocity
(m/s)
B/H Ratio
F.b (m)
Oto 1475
O28sj
0.0009J
01 0?]
0 48
05
2 63
069
041
1.04
0.3
74/5 to 3876]
f
0 03]
aooo/j
0102)
0 65
0 65
3 58
1.28
044
1.00
0 15e
Appendix -V//
Bale Gardul Irrigation Project Collector Drains Hydrau
lic parameters
Collector Drains 6
| Reach (m)
Req'd Q
(m3/s)
Manning
(n)
Slope (m/m)
Side Slope
(v)l:(H)
Depth (m)
Bottom
Width (m)
Wetted
Perimeter
(m)
Flow Area
2
(m )
Velocity
(m/s)
B/H Ratio
F.b(m)
(0 to 1510
0.354
0.03
0.0008
01:02
0.53
0.55
2.92
0.85
0.42
1.04
0.3
jl510to 3630
0.798
0.03
0.0006
01:02
0.67
1.3
4.29
1.77
0.45
1.94
0.35
|3630 to 4200
1.152
0.03
0.0005
01:02
0.79
1.6
4.75
2.49
0.46
2.03
0.4
Collector Drains 7
f.
Reach(m) |
Req'd Q
(m3/s)
Manning
(n)
Slope (m/m) j
Side Slope
(v)l:(H)
Depth (m)
Bottom
Width (m)
Wetted
Perimeter
(m)
Flow Area
2
(m )
Velocity
(m/s)
B/H Ratio
F.b(m)
Oto 1683         |            0.27
0.03
0.0009
01:02
0.47
0.5
2.58
0.67
0.41
1.06
0.3
Collector Drains 8
j Reach(m) |
Req'd Q
(m3/s)
Manning
(n)
Slope (m/m)|
Side Slope (v)l:(H) |
Depth (m)|
Bottom Width (m)
Wetted 1 Perimeter
Y—L     1
Flow Area
2
(m )
Velocity
(m/s)
B/H Ratio
F.b (m)
|0 to 1953        j          0.354
0.03]              0.0008|             01:02]            0.53|            0.55]     ^7 2^1            0.85
0.42
1.04
0.3
Collector Drains 9
(Reach (meter
Q(m3/s)
n
Slope(m/m) ||side Slope
Depth(m)
B.W(m)
W.P(m)
2
Area in (m )
V(m/s)
B/H Ratio
F.B(m)
|o to 918
0.315
0.03
0.0008]| 01:02
0.53
0.55
2.86
0.82
0.41
1.04
0.3
|918 to 2369
0.63
0.03
0.0007]]             01:02
0.65
0.65
3.56
1.27
0.44
1.00
0.35
Collector Drains 10
| Reach (m) J
Req'd Q (m3/$)
Manning
(n)
Slope (m/m)
Side Slope (v)l:(H) |
Depth (m)
Bottom
Width (m)
Wetted
Perimeter
(m)
Flow Area
2
(m )
■— Velocity
(m/s)
B/H Ratio
F.b(m)
|0 to 1661         ||          0.345]            0.03
0.0008
01:02]            0.53
0.55
2.92
0.85|             0.42
1.04
0.3
-2-Appendix -V7/
Bale Gardul Irrigation Project Collector Drains Hydraulic parameters
Collector Drains 11-,
| Reach (m)
Req'd Q
(m3/s)
Manning
(n)
Slope (m/m)
Side Slope
(v)l: (H)
Depth (m)
Bottom
Width (m)
Wetted
Perimeter
(m)
Flow Area
2
(m )
Velocity
(m/s)
B/H Ratio
F.b (m)
|0 to 2751
0.405
0.03
0.0008
01:02
0.55
0.6
2.81
0.94|
0.43
1.09
0.3
Collector Drains 12
Reach (m)
Req’d Q
(m3/s)
Manning
(n)
Slope (m/m)
Side Slope
(v)l: (H)
Depth (m)
Bottom
Width (m)
Wetted
Perimeter
(m)
Flow Area
2
(m )
Velocity
(m/s)
B/H Ratio
F.b(m)
0 to 2720
0.615
0.03
0.0007
01:02
0.65]             0.65
3.56
1.27
0.44
1.00
0.35
Collector Drains 1 3
1 Reach(m) 1
Req'd Q
(m3/s)
Manning
(n)
Slope (m/m)|
Side Slope
(v)l:(H)
Depth (m)
Bottom
Width (m)
Wetted
Perimeter
(m)
Flow Area
2
(m )
Velocity
(m/s)
B/H Ratio
F.b (m)
|0 to 632                      0.263
0.03|              0.0009|              01:02
0.47|              0.5
2.58
0.67
0.41
1.06
0.3
|632 to 1757 ||             0.525
0.03]             0.0007]             01:02
0.63],            0.65
3.47
1.2
0.44
1.03
0.35
Collector Drains 14
| Reach (m) 1
Req’d Q (m3/s)
Manning
(n)
Slope (m/m) |
Side Slope
(v)l:(H) j
Depth (m)|
Bottom
Width (m)
Wetted 1 Perimeter
(m)
Flow Area
2
(m )
Velocity
(m/s)
B/H Ratio
F.b (m)
|0 to 1413 j,                  0.315 1         0.03]               0.0008|r           01.02]             0.53]            0.55
2.86|                    0.82
0.41
1.04
0.3
Collector Drains 15
Reach (m)
Req’d Q (m3/s)
Manning
(n)
Side Slope Slope (m/m) j|(v)l: (H)
Depth (m)
Bottom Width (m)
Wetted Perimeter
(m)
2
Flow Area (m )
Velocity (m/s)
B/H Ratio
F.b (m)
Oto 1537
O.315H
0.03
0.0008]| 01:02],
0.53
0.55
2.86
0.82
0.41
1.04
0.3
-3-Collector Drains 16
Appendix -V//
Bale Gardul Irrigation Project Collector Drains Hydraulic parameters
*
| Reach (m) |
Req'd Q
(m3/s)
Manning
(n)
Slope (m/m)
Side Slope
(v)l:(H)
Depth (m)
Bottom
Width (m)
Wetted
Pefimeter
(m)
Flow Area
(m’l
Velocity
(m/s)
B/H Ratio
| F.b(m) |
|0 to 2341
0.405
0.03
0.0008
01:02
0.55
0.6
2.81
0.94
0.43,
1.09
0.3l
00:00
Collector Drains 17
Reach (m)
Req'd Q
(m3/s)
Manning
(n)
Slope (m/m)
Side Slope
(v)l : (H)
Depth (m)
Bottom
Width (m)
Wetted
Perimeter
(m)
Flow Area
1
(m )
Velocity
(m/s)
B/H Ratio
F.b (m)
Oxo 1822
0.495
0.03
0.0007
01:02
0.63
0.65
3.47
1.2
0.44
______ 1.03
0.35
Collector Drains 18
| Reach (m)
Req'd Q
(m3/$)
Manning
(n)
Slope (m/m)
Side Slope
(v)l:(H)
Depth (m)
Bottom
Width (m)
1   Wetted Perimeter
(m)
Flow Area
("’)
Velocity
(m/s)
B/H Ratio
F.b (m)
|o to 1265
0.3
0.03
0.0008
01:02
0.53
0.55
| 2.86
0.82
0.41
1.04
0.3
|l265 to 3989
0.6
0.03
0.0007
01:02
065
0.65
|            3.56
1.27
0.44
1.00
0.35
Collector Drains 19
f Reach(m) J
Req'd Q
(m3/s)
Manning (n)       |
Slope (m/m)j
Side Slope
(v)l:(H)
Depth (m)l
Bottom
Width (m) |
Wetted Perimeter ”'(m)
Flow Area
(m’)
Velocity
(m/s)
B/H Ratio
F.b(m)
|0 to 1350         ||         0.285]        0-0311             0.002|              01:02]              0.4|              0.6|              2.39|
0.56
0.57
1.50
0.3
Collector Drains 20
1 Reach (m)
J Req'd Q (m3/s)
Manning .
(n)
Slope (m/m)
Side Slope
(v)l:(H)
Depth (m)
Bottom
Width (m)
Wetted Perimeter
(m)
Flow Area
J
(m )
Velocity
(m/s)
B/H Ratio
F.b (m)
|0 to 2369         |          0.503||            0.03|                0.002
01:02
0.53
0.6
2.97
0.88
0.66
1.13
035
|2369 to 4758j              l.oosll          0-03]
0.001
01:02
0.75
1
4.35
1.88
0.6
1.33
0.35
$
I
I
-wAppendix -VU
Bale Gardul Irrigation Project Collector Drains Hydraulic parameters
Collector Drains 21
Reach (m)
Req’d Q
(m3/s)
Manning
(n)
Slope (m/m)
Side Slope
(v)l.(H)
Depth (m)l
Bottom
Width (m)
Wetted . Perimeter
(m)       |
Flow Area
(ml)
Velocity
(m/s) ||
B/H Ratio 1
F.b(m) 1
<•
0 to 3300
0.93
0.03
0.001
01:02]            0.75||
ll        4.35|                    1.88
0.6||                  1.33|             0.35||
Collector Drains 22
| Reach (tn)
Req’d Q (m3/s)
Manning                               Side Slope
|      (n)
(slope (m/m)                           Depth (m)
(v)l:(H) |
Bottom
Width (m)
Wetted
Perimeter
(m)
Flow Area
2
(m )
Velocity
(m/s)     |
B/H Ratio           | F.b(m) j
|o to 2280 I             0.49500
1          0.03]             0.0004,              01:02|              0.7
0.9
4.03
1.61
0.361                 1.29|             0-35|
|2280 to 6150|         1.06500
|           0.03]             000041             01:02|              0.9
1.2
5.22
2.7
°-43L               1.33|             0.35
Collector Drains 23
Reach (m) I
I
Req’d Q     Manning (m3/s)             (n)       |
Slope (m/m)
Side Slope
(v)l:(H)
Depth (m)
Bottom Width (m)
Wetted
Perimeter
(m)
Flow Area
2
(m )
Velocity
(m/s)
B/H Ratio
F.b(m) |
|o io 1230 II        0.2251           0.03JI      0.0006
01:02
0.55
0.70,                3.2
0.990
0.377
|                1.27
0-3
[l230 to 273O]j        1.00S][           0.03||       0.004
01:02
0.90
1.00]                5.0
2.520
1.331
1.11
0.35]
Collector Drains 24 •,
Reach (m)
Req’d Q 1 (m3/s) |
Manning . (n)       |
Slope (m/m)
Side Slope <v)X:(H)
Wetted
Bottom
Depth (m)                          Perimeter
Width (m)
(m)       |
Flow Area
(m?)
Velocity
(m/s) ||
B/H Ratio
1 F.b(m)
0 to 3630                0.545001
0.03(|               0.002
01:02]            0.55 111               3.16                     0.99
0.69|[                 1.27
0.3
Collector Drains 25
Manning
(n)
Wetted
Reach(m)
Req’d Q
Slope (m/m)
Side Slope
Depth (m)
Bottom
Perimeter
(m)
Velocity
(m3/s)
Width (m)
(m/s)
0.031
0,001
0.03j|
0.009     |[
0.6,
0.6
0.701
0.70
1.140
1.1401
-5-Appendix -VII Bale Gardul Irrigation Project Collector Drains Hydraulic parameters
Collector Drains 26
j Reach(m)
Req'd Q
(m3/s)
Manning
(n)
Slope (m/m)
Side Slope
(v)l:(H)
Depth (m)
Bottom
Width (m)
Wetted
Perimeter
(m)
Flow Area
1
(m )
Velocity
(m/s)
B/H Ratio
F.b (m) |
|0 to 2280
0.36000
0.03
0.0008
01:02
0.5
0.6
2.84
0.8
0.41
1.20
0.3|
[2280 to 6150
0.82500
0.03
0.001
01:02
0.7
0.9
4.03
1.61
0.57
1.29
0.35|
|6150to 8340
1.125
0.03
0.008
01:02
0.7
0.9
4.03
1.61
1.62
1.29
0.35|
Collector Drains 27
1 Reach (m) |
Req’d Q ,
(m3/s) 1
Manning i                             Side Slope
(n)
[slope (m/m)|
(v)l:(H)
Depth (m)|
Bottom
Width (m)
Wetted
Perimeter
(m)
Flow Area
2
(m )
Velocity
(m/s)
B/H Ratio
F.b (m)
Oto 2532         |          0.458]             0.03|
0.0007||            01:02|
0.63|
0.65]
3.47 1
0.44
1.03
0.35
2532 to 5347]             0.915]             0.03
o.ooosjl          01:02|            0.75|              1.5
4.86|                    2.25
0.45
2.00
0.35
i
-6-Appendix-VIII Hydraulic Parameters for Tertiary Drain Canals in BAGID Project
Table Vlll-l: TDC-1-2-1/2
Reach (m)
Q (m3/s)
n
Slope (m/m)
Side Slope
Depth (m)
B.Width (m)
W.P (m)
2
Area (m )
V (m/s)
Vo = 0.55D  '’
os
CVR = V/Vo
F.b (m)
0 to 1396
0.084
0.03
0.005
2
0.22
0.25
1.2338699
0.1518
0.583040441
0.208695558
2.793736709
0.25
Table VIII-2: TDC-1-5-1/2
Reach (m)
Q (m3/s)
n
Slope (m/m)
Side Slope
Depth (m)
B.Width (m)
W.P (m)
Area (m2)
v (m/s)
Vo = 0.55D0.64
CVR = V/Vo)
F.b(m)
Oto 1254
0.09
0.03
0.005
2
0.23
0.25
1.2785913
0.1633
0.597768989
0.214718025
2.783972085
- 0.3
Table-VIII-3: TDC-1-3-1
Reach (m)
Q (m3/s)
n
Slope (m/m)
Side Slope
Depth (m)
B.Width (m)
W.P (m)
Area (m2)
v (m/s)
Vo = 0.55D0.64
CVR = V/Vo)
F.b(m)
0 to 1099
0.069
0.03
0.002
2
0.25
0.25
1.368034
0.1875
0.396274992
0.22648753
1.749654794
0.25
Table-VIII-4: TDC-1-4-1
| Reach (m) || Q (m3/s) || n
Slope (m/m)
Side Slope
Depth(m)
B.Width (m)
W.P (m)
Area (m2)
v (m/s)
Vo = 0.55D0.64
CVR = V/Vo)
F.b (m)
( Oto 1268           0.075    || 0.03
0.005
2
0.21
0.25
1.1891486
0.1407
0.56807072
0.20257369
2.804267037
0.25
Table VIII-5: TDC-1-5-1
1 Reach (m)
Q(m3/s) || n
Slope (m/m)
Side Slope
Depth (m)
B.Width (m)
W.P(m)
Area (m2)
v (m/s)
Vo = 0.55D0.64
CVR = V/Vo)
F.b(m)
[ Oto 733
0.045     || 0.03
0.005
2
0.18
0.2
1.0049845
0.1008
0.508820423
0.18354269
2.7722184
0.25
Table-VIII-6: TDC-1-6-1
| Reach (m)
Q(m3/s) || n
Slope (m/m)
Side Slope
Depth (m)
B.Width (m)
■'W,P(m)
Area (m2)
V(m/s)
Vo = 0.55D0.64
CVR = V/Vo)
F.b(m)
| 0 to 1302
0.075     || 0.03
0.005
2
0.21
0.25
1.1891486
0.1407
0.56807072
0.20257369
2.804267037
- 0.25
Table-VIII-7: TDC-1-7-1
| Reach (m)
Q(m3/s) |[ n
Slope (m/m) ||
Side Slope
Depth (m)
B.Width (m)
W.P(m)
2
Area (m )
v (m/s)
Vo»0.55Dom
CVR = V/Vo
| F.b(m)
| Oto 1144
0.075     || 0.03
0.005
2
0.21
0.25
1.1891486
0.1407
0.56807072
0.20257369
2.804267037
| 0.25Appendix-VIII Hydraulic Parameters for Tertiary Drain Canals in BAGID Project
Table-VIII-8: TDC-1-8-1
Reach (m) |              Q(m3/s) || n || Slope (m/m) || Side Slope || Depth (m)
B.Width (m)
W.P(m)
Area (m2)
v (m/s)
Vo = 0.5500.64
0 to 1336 |[        0.069     |      0.03 |
CVR = V/Vo)
0.002 || 2 |        0.25
0.25
1.368034
0.1875
0.396274992
0.22648753
1.749654794
Table-VIII-9: TDC-1-9-1
Reach (m)
Q. (m3/s)
n
Slope (m/m)
Side Slope
Depth (m)
B.Width (m)
W.P (m)
Area (m2)
V (m/s)
Vo = 0.55D0.64
CVR = V/Vo)
Oto 11¥6
0.069
0.03
0.002
2
0.25
0.25
1.368034
0.1875
0.396274992
0.22648753
1.749654794
F.b (m) 0.25
F.b (m) ’0.25
Table-VIII-10: TD(
Reach (m)
Q (m3/s)
n
Slope (m/m)
Side Slope
Depth (m)
B.Width (m)
W.P(m)
Area (m2)
v (m/s)
Vo = 0.55D0.64
CVR = V/Vo)
‘F.b (m)
Oto 1360
0.099
0.03
0.005
2
0.24
0.25
1.3233126
0.1752
0.612272627
0.220646927
2.774897S89
^0.3
Table-VIII-ll: TDC-1-11-1
Reach (m) || Q (m3/s)
n
Slope (m/m)
Side Slope
Depth (m)
B.Width (m)
W.P(m)
Area (m2)
v (m/s)
Vo = 0.55D0.64
CVR = V/Vo)
T.b (m)
Oto 1170 |      0.084
0.03
0.005
2
0.22
0.25
1.2338699
0.1518
0.583040441
0.208695558
2.793736709
*03
Table-VIII-12: TDC-1-12-1
| Reach (m)
Q (m3/s)
n
Slope (m/m)
Side Slope
Depth (m)
B.Width (m)
W.P (m)
Area (m2)
V (m/s)
Vo = 0.55D0.64
CVR = V/Vo) || ‘Rb (m) |
1 Oto 1472
0.09
0.03
0.002
2
0.27
0.3
1.5074767
0.2268
0.421685534
0.237922491
1.77236516 | T0.3        |
Table-VIII-13: TDC-1-13-1
I Reach (m)
Q(m3/s)
n
Slope (m/m)
Side Slope
Depth (m)
B.Width (m)
w.P(m)
Area (m2)
v (m/s)
Vo = 0.55D0.64
CVR = V/Vo) | T=b (m) |
| Oto 1788
0.075
0.03
0.005
2
0.21
0.25
1.1891486
0.1407
O.568O7O72
0.20257369
2.804267037 | 1(0.25 1
Table-VIII-14: TDC-1-14-1
"fe.
I Reach(m)
Q (m3/s)
n
Slope (m/m)
Side Slope
Depth (m)
B.Width (m)
V^-P (m)
Area (m2)
V (m/s)
Vo = 0.55D0.64
CVR = V/Vo)
|Tb (m) |
1----------- 2-- -— | Oto 1114
0.054
0.03
0.005
2
0.2
0.2
1.0944272
0.12
0.539958019
0.196345922
2.750034286
|»0.25 |
F'
-2-Appendix-VIII Hydraulic Parameters for Tertiary Drain Canals in BAGID Project
Reach (m)
Q (m3/s) || n
Slope (m/m)
Side Slope
Depth (m)
Table-VIII-15: TDC-1-15-1
B.Width (m)       W.P(m)
Area (m2)
V (m/s)
Vo = 0.55D0.64
Oto 1151
0.054     || 0.03
CVR = V/Vo) || F.b (m)
0.006
2
0.18
0.2
1.0049845
0.1008
0.557384847
0.18354269
3.036813104 ||^0.25
Table-VIII-16: TDC-1-16-1
Reach (m)
Q (m3/$)
n
Slope (m/m)
Side Slope
Depth (m)
B.Width (m)
W.P(m)
Area (m2)
V (m/s)
Vo = 0.55D0.64
CVR = V/Vo)
0 to 1169
0.06
0.03
0.006
2
0.19
0.2
1.0497058
0.1102
0.574597449
•
0.190004984
3.024117765
J-.b (m) 4 0.25
,
Table-VIII-17: TDC-417-I
Reach (m)
Q (m3/s)
n
Slope (m/m)
Side Slope
Depth (m)
B.Width (m)
W.P(m)
Area (m2)
v (m/s)
Vo = 0.55D0.64
CVR = V/Vo)
.E.b (m)
0 to 1884
0.105
0.03
0.006
2
0.24
0.25
1.3233126
0.1752
0.670711058
0.220646927
3.039748009
4.0.3
Table-VIII-18: TDC>1-18-1
Reach (m) || Q (m3/s)
n
Slope (m/m)
Side Slope
Depth (m)
B.Width (m)
W.P (m)
Area (m2)
V (m/s)
Vo = 0.55D0.64
CVR = V/Vo) ’
J,.b (m)
0 to 1243 ||         0.06
0.03
0.006
2
0.19
0.2
1.0497058
0.1102
0.574597449
0.190004984
3.024117765
40.25
Table-VIII-19: TDC-1-19-1
f Reach (m)
Q (m3/s)
n
Slope (m/m)
Side Slope
Depth (m)   | B.Width (m)
W.P (m)
Area (m2)
V (m/s)
Vo = 0.55D0.64
CVR = V/Vo)
(m) |
| 0 to 1069
0.069
0.03
0.006
2
0.2        |        0.25
1.1444272
0.13
0.605607382
0.196345922
3.084389907
40.25 |
Table-Vf 11-20: TDC-1-20-1
f
I Reach (m) || Q (m3/s)
n
Slope (m/m) |
Side Slope
Depth (m)
B.Width (m)
W.P(m)
Area (m2)
v (m/s)
Vo = 0.55D0.64
CVR = V/Vo)
lEb (m) |
| Oto 1840
1   0.099
0.03
0.006
2
0.23
0.25
1.2785913
0.1633
0.654823119
0.214718025
3.049688621
<0.3
Table-VIII-21: TDC-1-21-1
| Reach (m)
Q(m3/s) |
n
Slope (m/m) || Side Slope
Depth(m)
B.Width (m)
. W.P(m)
Area (m2)
V (m/s)
’/o = 0.55D0.64
CVR = V/Vo) ||*5b(m)
1 0 to 844
0.069 j|      0.03 |
0.006
2
0.2
0.25
1.1444272
0.13
0.605607382
0,196345922
3.084389907 |{0.25
-V
-3-Appendix-VIII Hydraulic Parameters for Tertiary Drain Canals in BAGID Project
3
Table-VIII-22: TDC-1-22-1
Reach (m)
Q(m3/s)
n
Slope (m/m)
Side Slope
Depth (m)
B.Width (m)
W.P(m)
Area (m2)
V (m/s)
Vo = 0.5SD0.64
CVR = V/Vo)
%F.b (m)
Oto 1257
0.06
0.03
0.006
2
0.19
0.2
1.0497058
0.1102
0.574597449
0.190004984
3.024117765
i0.25
Table-VIII-23: TDC-1-23-1
Reach (m)
Q (m3/s)
n
Slope (m/m)
Side Slope
Depth (m)
B.Width (m)
W.P (m)
Area (m2)
v (m/s)
Vo = 0.55D0.64
CVR = V/Vo)
F.b (m)
0 to 1247
0.105
0.03
0.006
2
0.24
0.25
1.3233126
0.1752
0.670711058
0.220646927
3.039748009
9>0.3
Table-VIII-24: TDC-1-24-1
Reach (m)
Q (m3/s)
n
| Slope (m/m)
Side Slope
Depth (m)
B.Width (m)
W.P (m)
Area (m2)
v (m/s)
Vo = 0.55D0.64
CVR = V/Vo)
x£b(m)
0 to 1054
0.105
0.03
0.006
2
0.24
0.25
1.3233126
0.1752
0.670711058
0.220646927
3.039748009
410.3
Table-VI11-25: TDC-1-25-1
[ Reach (m)
Q (m3/s)
n
Slope (m/m) || Side Slope
Depth (m)
j B.Width (m)
W.P (m)
Area (m2)
v (m/s)
Vo = 0.55D0.64
CVR = V/Vo)
xEb (m)
| 0 to 523
0.03
0.03
0.006 j 2
0.15
1 0.2
0.8708204
0.075
0.503550253
0.16332817
3.083058202
40.25
Table-VIII-26: TDC-1-26-1
| Reach (m) | Q (m3/s) || n || Slope (m/m) || Side Slope
Depth (m) |
B.Width (m)
W.P (m)
Area (m2)
V (m/s)
Vo = 0.55D0.64
CVR = V/Vo)
(m)
| Oto 1171 ||         0.075     || 0.03 ||            0.005        ||          2
0.21 |
0.25
1.1891486
0.1407
0.56807072
0.20257369
2.804267037
<25
Table-VIII-27: TDC-1-27-1
| Reach (m) || Q (m3/s)
n
Slope (m/m)
Side Slope
Depth (m) || B.Width (m)
W.P (m)
Area (m2)
v (m/s)
Vo = 0.55D0.64
CVR = V/Vo) ||£b(m)
I Oto 2026 ||          0.12
0.03
0.006
2
0.25      |
'         0.3
1.418034
0.2
0.699600225
0.22648753
3.08891278 j|<0.3

Summery

This document provides comprehensive information about the Bale-Gadula Irrigation Project, including soil infiltration studies, irrigation system design, and detailed scheduling for different crops and blocks.

Document Structure

Appendices: Agricultural production, economic prices, crop budgets, financial tables
Soil Infiltration Studies: Detailed measurements and modeling of soil intake families
Irrigation System Design: Furrow characteristics and application parameters
Scheduling Tables: Detailed irrigation schedules for tertiary units and crops

Key Findings

Section	Key Information
Soil Intake Families	Identified 8 soil profile types with different intake characteristics Measured infiltration rates ranging from 0.2 to 2.0 cm/hr Documented moisture penetration depths from 35cm to 65cm
Irrigation System Design	Furrow length: 200m Spacing: 0.75m Slope: 0.75-1.00% Application efficiency: 70-75%
Scheduling	Detailed schedules for 30+ blocks/tertiary units Irrigation durations from 1-12 days depending on soil type Crop-specific schedules for maize, onion, and other crops

Soil Intake Family Characteristics

Profile No.	Intake Family	Parameters (a, b, c, f, g)
BGP-05	2.0	2.753, 0.808, 7.0, 10.650, 7.451
BGP-18	1.5	2.284, 0.799, 7.0, 9.760, 5.819
BGP-34	0.8	1.560, 0.773, 7.0, 8.500, 3.535
BGP-35/39/48	0.2	0.777, 0.699, 7.0, 7.430, 1.578

Implementation Data

The document includes extensive implementation details:

Water source: Weybe River
Measurement dates: July 2009
Authors: Aberham and Kalkidan
Surface features: Gently sloping land, intensively cultivated with various crack sizes
Water usage: 180-405 liters per test

Conclusion

This comprehensive document provides all necessary technical details for implementing the Bale-Gadula Irrigation Project, including soil characteristics, system design parameters, and detailed scheduling for efficient water management across different crops and terrain types.