Basic HTML Version
519
200
250
300
Flow ‐ CMS
Flow of Khwae Hanuman (Kgt.34)
at Ban Wang Man
Water Year 2012
100
150
0
50
1
6
11
16
21
26
31
36
41
46
51
56
61
66
71
76
81
86
91
96
101
106
111
116
121
126
131
136
141
146
151
156
161
166
171
176
181
186
191
196
201
206
211
216
221
226
231
236
241
246
251
256
261
266
271
276
281
286
291
296
301
306
311
316
321
326
331
336
341
346
351
356
361
MAR
FEB
JAN
NOV
DEC
OCT
SEP
APR
MAY
JUN
JUL
AUG
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
--------------
1
0.00
6.00
31.60
23.60
44.50
108.80
109.20
9.60
15.20
12.40
6.00
3.90
2
0.00
6.90
32.80
29.60
39.00
106.40
91.40
9.00
12.80
12.00
5.70
3.30
3
0.00
7.80
32.40
34.40
34.40
104.30
79.00
8.40
11.10
11.40
5.40
3.00
4
0.00
8.40
31.60
38.00
30.00
105.20
71.60
7.20
10.50
10.20
5.10
2.70
5
0.00
8.10
30.80
45.50
25.20
110.90
74.40
6.00
9.90
9.60
5.40
2.10
6
0.00
9.00
32.00
77.80
20.00
113.90
70.40
5.40
9.00
9.90
5.70
1.50
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
0.00
9.60
32.80
77.80
18.80
127.00
65.60
4.80
8.40
10.20
6.00
0.60
8
0.00
10.20
32.40
41.50
17.60
131.00
63.70
4.50
9.30
11.10
6.30
0.00
9
0.00
10.80
31.60
32.00
17.60
111.20
58.90
3.90
13.60
11.70
6.60
0.00
10
0.00
11.10
32.00
31.60
25.60
101.40
53.80
3.30
16.00
12.40
6.90
1.20
11
0.60
11.10
32.80
32.80
37.00
96.00
50.20
3.00
15.60
13.60
6.60
3.00
12
4.20
10.50
32.40
34.00
43.00
88.30
47.80
4.50
14.80
14.00
6.30
2.40
13
9.60
9.90
31.20
36.50
53.80
82.70
47.20
3.90
13.60
13.20
6.00
1.50
14
16.00
8.70
29.60
38.00
60.40
75.40
46.40
3.30
12.40
12.40
5.40
0.30
15
17 20
9 00
26 80
35 60
65 80
167 80
44 40
2 70
11 40
11 70
5 10
0 00
.
.
.
.
.
.
.
.
.
.
.
.
16
18.00
9.90
25.20
30.80
70.60
186.40
34.95
2.10
10.20
11.10
4.80
0.00
17
18.00
10.20
28.40
23.60
75.40
233.60
28.40
1.50
7.80
9.90
4.80
0.00
18
16.80
10.50
32.40
19.60
81.40
247.60
25.60
0.90
5.70
8.70
5.40
0.00
19
16.00
11.40
32.80
16.80
99.40
246.20
23.60
0.60
4.50
8.10
4.80
0.00
20
14.80
11.70
30.80
14.80
70.60
196.00
21.60
0.00
3.90
6.90
5.10
0.00
21
13.20
12.00
29.20
14.00
55.60
168.40
19.60
0.00
3.00
6.60
5.10
0.00
22
12.40
12.40
28.40
13.20
43.50
138.80
17.60
0.00
2.10
6.00
5.40
0.00
23
10.20
13.20
27.20
12.80
34.40
148.80
15.20
0.00
0.90
5.40
5.10
0.00
24
9.00
28.80
24.80
14.00
29.20
141.20
13.60
0.90
0.00
5.70
4.80
0.00
25
7.20
31.60
22.40
20.00
32.40
124.00
17.20
3.30
1.20
6.00
4.50
0.00
26
5.70
28.80
20.00
32.80
39.00
110.80
15.20
10.50
7.20
5.70
4.20
0.00
27
3.90
30.00
19.60
53.80
57.40
155.80
12.40
13.20
8.70
7.50
3.90
0.00
28
3.30
31.60
19.60
50.80
100.80
140.00
11.10
16.40
10.20
8.10
3.60
0.00
29
3.60
32.00
20.40
56.80
107.00
144.80
10.50
19.20
11.10
8.10
0.00
30
5.10
32.00
20.40
63.40
127.50
134.00
9.90
18.40
11.70
7.20
0.00
31
31.60
52.00
111.50
9.60
12.00
6.30
0.00
----------
--------------
Total
204 80
474 80
854 40
1097 90
1668 40
4146 70
1260 05
166 50
283 80
293 10
150 00
25 50 10625 95 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
6.83
15.32
28.48
35.42
53.82
138.22
40.65
5.55
9.15
9.45
5.36
0.82
29.11 CMS
Max
18.00
32.00
32.80
77.80
127.50
247.60
109.20
19.20
16.00
14.00
6.90
3.90
247.60 CMS
Min
0.00
6.00
19.60
12.80
17.60
75.40
9.60
0.00
0.00
5.40
3.60
0.00
0.00 CMS
Runoff
17.70
41.02
73.82
94.86
144.15
358.28
108.87
14.39
24.52
25.32
12.96
2.20
918.08 MCM
253.20
Runoff Yield
24.06
209.256
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 9.38 m. (MSL.), at 06.00 Hours, on Sep 18, 2012
Momentary Peak