Basic HTML Version
545
100
120
140
Flow ‐ CMS
Flow of Khwae Nam Sai (Kgt.33)
at Ban Saphan Hin
Water Year 2014
40
60
80
0
20
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
0.00
0.00
3.76
15.94
30.30
25.10
14.50
4.08
0.00
2.96
3.12
2
0.00
0.00
0.00
3.92
18.30
42.03
25.10
14.68
3.60
0.00
2.80
2.96
3
0.00
0.42
0.00
4.08
23.70
47.32
23.50
14.14
3.44
0.00
2.96
2.80
4
0.00
0.70
0.00
2.80
21.90
43.41
23.70
12.70
3.28
0.00
3.12
2.66
5
0.00
0.84
0.00
2.24
30.10
33.98
22.50
12.70
2.96
0.00
3.44
2.52
6
0.00
0.70
0.00
1.96
69.99
30.30
27.10
12.19
2.66
0.00
3.60
2.38
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
0.00
0.56
0.00
1.82
96.50
45.71
37.66
11.51
2.52
0.00
3.60
2.24
8
0.00
0.98
0.00
3.28
131.80
50.77
44.33
10.66
2.38
0.00
3.44
2.24
9
0.00
1.68
0.00
24.30
100.98
41.34
46.40
9.98
2.24
0.00
3.12
2.10
10
0.00
2.96
0.00
20.70
70.53
38.81
44.33
9.47
1.96
0.00
2.80
1.96
11
0.00
3.60
0.00
13.24
49.16
37.20
44.56
9.13
1.68
0.00
2.80
1.82
12
0.00
3.12
0.00
12.36
40.19
52.84
44.33
8.45
1.40
0.00
2.66
1.68
13
0.00
2.80
0.00
12.02
46.17
60.10
37.43
7.44
1.12
0.00
2.52
1.40
14
0.42
2.66
1.40
13.24
47.09
53.07
32.37
6.80
0.84
0.28
2.52
1.12
15
0 56
2 66
3 92
16 70
48 24
55 37
30 10
5 84
0 70
0 56
2 80
0 84
.
.
.
.
.
.
.
.
.
.
.
.
16
0.42
2.38
6.80
24.10
44.10
58.60
27.30
5.04
0.70
0.98
3.12
0.56
17
0.00
2.52
10.15
19.70
49.16
49.85
23.50
4.88
0.70
1.68
3.28
0.28
18
0.14
2.38
16.70
21.50
32.60
46.63
20.90
5.04
0.42
2.38
3.44
0.00
19
1.68
2.10
14.32
24.90
28.50
42.03
19.70
5.20
0.14
3.28
5.04
0.00
20
2.96
1.54
10.49
27.50
24.90
44.56
17.90
5.04
0.14
4.40
4.88
0.00
21
2.80
0.98
7.94
27.10
23.30
38.12
21.10
4.88
0.14
4.24
4.56
0.00
22
2.52
0.56
7.60
23.10
21.50
34.44
20.10
4.72
0.00
4.08
4.40
0.42
23
2.38
0.00
13.96
21.10
24.30
30.76
18.90
4.40
0.00
3.92
4.08
1.82
24
2.10
0.00
10.32
23.90
21.50
29.10
18.30
4.24
0.00
3.92
3.76
2.80
25
1.54
0.00
7.12
24.30
20.10
27.70
16.30
4.08
0.00
3.76
3.76
3.60
26
0.70
0.00
6.00
24.90
18.30
26.30
15.04
3.92
0.00
3.76
3.76
3.76
27
0.00
0.00
4.88
35.59
21.50
25.10
14.68
4.24
0.00
3.60
3.60
3.60
28
0.00
0.00
3.92
44.33
21.70
26.10
14.50
4.40
0.00
3.44
3.60
3.12
29
0.00
0.00
3.44
28.70
22.70
28.30
14.50
4.24
0.00
3.28
2.80
30
0.00
0.00
3.12
23.10
31.68
28.10
15.76
4.08
0.00
3.28
2.52
31
0.00
18.90
24.50
15.22
0.00
3.12
2.52
----------
--------------
Total
18 22
36 14
132 08
549 14
1240 93
1198 24
802 21
228 59
37 10
53 96
96 42
59 64
4452 67 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
0.61
1.17
4.40
17.71
40.03
39.94
25.88
7.62
1.20
1.74
3.44
1.92
12.20 CMS
Max
2.96
3.60
16.70
44.33
131.80
60.10
46.40
14.68
4.08
4.40
5.04
3.76
131.80 CMS
Min
0.00
0.00
0.00
1.82
15.94
25.10
14.50
3.92
0.00
0.00
2.52
0.00
0.00 CMS
Runoff
1.57
3.12
11.41
47.45
107.22
103.53
69.31
19.75
3.21
4.66
8.33
5.15
384.71 MCM
146.30
Runoff Yield
19.77
237.038
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 7.00 m. (A.D.), at 06.00 Hours, on Aug 8, 2014
Momentary Peak