Basic HTML Version
337
140
160
180
200
Flow ‐ CMS
Flow of Yom River (Y.47)
at Ban Bun Ruang
Water Year 2012
60
80
100
120
0
20
40
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
2.78
4.72
5.08
2.65
20.06
55.90
46.15
11.43
17.02
4.36
6.37
2.54
2
2.58
3.85
12.98
3.55
20.82
48.75
46.80
12.67
17.02
4.18
10.50
2.58
3
2.42
3.10
25.76
4.72
35.67
111.20
36.63
19.68
14.36
3.85
6.56
2.66
4
2.26
3.10
17.40
10.22
26.60
151.90
34.73
21.20
13.98
3.70
4.90
2.74
5
2.22
2.95
42.25
32.35
21.20
97.50
48.10
27.01
13.60
3.70
4.36
2.66
6
2.22
2.95
30.92
32.83
17.40
72.00
51.35
20.82
12.67
3.55
4.00
2.66
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
2.22
2.95
21.20
20.06
17.02
59.15
38.05
19.30
11.43
3.40
3.85
2.62
8
2.26
2.80
21.61
14.36
18.16
72.70
35.67
12.67
9.94
3.40
3.70
2.62
9
2.26
2.80
31.88
12.67
148.30
98.25
34.25
11.43
9.38
3.10
3.40
2.58
10
2.22
2.65
27.43
11.43
149.20
85.30
31.88
11.12
9.38
2.95
3.25
2.54
11
2.22
2.65
22.03
15.12
90.20
72.00
29.50
13.60
9.94
2.80
3.40
2.46
12
2.26
2.80
16.26
22.03
64.35
63.70
27.01
15.12
9.94
2.80
4.18
2.46
13
2.34
2.80
15.12
22.86
48.10
59.15
24.11
13.60
9.66
2.65
4.72
2.42
14
14.74
2.80
10.81
22.03
40.30
55.90
21.20
12.98
8.82
2.65
4.36
2.38
15
22 45
2 80
9 38
22 03
32 35
50 05
19 30
11 12
7 51
2 50
4 90
2 34
.
.
.
.
.
.
.
.
.
.
.
.
16
17.02
2.95
7.98
21.61
28.25
39.65
18.54
10.81
7.13
2.39
1.90
2.26
17
24.94
2.95
7.13
21.20
28.25
36.63
18.16
12.05
6.94
2.39
2.62
2.18
18
29.50
2.80
6.94
21.20
26.60
36.63
18.54
10.81
6.75
2.28
3.15
2.14
19
22.86
2.65
6.37
20.82
24.94
38.52
17.02
11.43
6.75
2.17
2.95
2.10
20
15.88
2.80
5.26
20.82
26.60
34.25
13.98
11.74
6.37
2.17
2.78
2.10
21
12.98
4.00
5.26
24.52
93.75
45.50
11.12
12.36
6.56
2.17
2.78
2.06
22
12.05
4.90
5.26
25.76
63.05
35.20
10.22
12.36
6.37
2.17
2.74
2.06
23
10.50
4.72
5.44
25.35
35.67
47.45
9.66
11.43
6.37
2.28
2.66
2.02
24
9.10
4.54
5.08
134.80
59.80
53.95
10.50
11.43
6.18
2.39
2.66
2.02
25
7.70
4.36
5.08
182.00
51.35
56.55
11.74
10.81
6.18
2.50
2.62
2.02
26
6.75
5.08
5.08
63.05
39.00
65.70
10.50
10.50
5.99
2.65
2.58
1.98
27
6.18
13.29
5.26
36.63
39.00
87.40
9.66
9.94
5.62
2.65
2.50
1.98
28
5.80
34.25
4.36
31.40
42.90
94.50
9.10
10.22
5.44
2.65
2.46
1.94
29
5.62
19.30
3.25
27.84
57.85
85.30
8.54
11.43
5.08
2.95
1.90
30
5.26
4.90
2.95
24.11
57.85
78.30
8.54
14.74
4.72
3.55
1.90
31
2.95
21.61
37.10
9.10
4.36
4.18
1.86
----------
--------------
Total
259 59
162 16
390 81
951 63
1461 69
1988 98
719 65
405 81
271 46
91 13
106 85
70 78
6880 54 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
8.65
5.23
13.03
30.70
47.15
66.30
23.21
13.53
8.76
2.94
3.82
2.28
18.85 CMS
Max
29.50
34.25
42.25
182.00
149.20
151.90
51.35
27.01
17.02
4.36
10.50
2.74
182.00 CMS
Min
2.22
2.65
2.95
2.65
17.02
34.25
8.54
9.94
4.36
2.17
1.90
1.86
1.86 CMS
Runoff
22.43
14.01
33.77
82.22
126.29
171.85
62.18
35.06
23.45
7.87
9.23
6.12
594.48 MCM
380.00 CMS. at 293.44 m. (MSL.) at 18.00 Hours , on Jul 24 , 2012
Runoff Yield
42.46
855.856
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak