Basic HTML Version
347
300
350
400
Flow ? CMS
Flow of Yom River (Y.47)
at Ban Bun Ruang
Water Year 2011
100
150
200
250
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 *******
7.60
24.30
60.68
206.40
86.10
128.90
25.20
1.80
4.80
4.85
4.47
2 *******
6.80
21.60
53.24
172.60
82.94
130.70
25.20
2.00
5.00
4.66
4.47
3 *******
6.00
20.25
58.82
118.10
76.13
89.26
25.20
2.00
5.00
4.66
4.47
4 *******
12.60
20.70
50.78
93.21
98.00
71.30
25.65
2.20
5.00
4.66
4.47
5 *******
26.55
16.20
42.24
78.99
158.00
63.78
24.75
2.40
5.20
4.47
4.28
6 *******
29.90
50.17
37.05
71.30
159.00
58.20
24.75
2.40
5.20
4.47
4.28
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7 *******
22.95
44.68
34.30
82.15
161.00
50.17
25.20
2.40
5.20
4.28
4.09
8 *******
12.60
26.10
31.55
92.42
118.10
47.73
23.85
2.60
5.40
4.28
4.09
9 *******
9.00
22.05
29.35
78.20
113.60
44.68
22.50
2.60
5.40
4.09
3.90
10 *******
45.90
18.00
41.02
128.90
105.20
47.12
21.15
2.80
5.60
4.09
3.90
11 *******
49.56
13.50
67.85
356.60
78.99
45.90
18.00
3.00
5.60
3.90
3.90
12 *******
70.61
9.00
50.78
269.62
70.61
41.02
14.40
3.20
5.80
3.90
0.80
13 *******
22.50
4.50
43.46
194.90
70.61
37.60
12.60
3.20
5.80
3.71
8.00
14 *******
20.70
2.70
123.50
149.00
67.16
38.15
11.70
3.40
5.61
3.71
7.20
15 *******
24 30
1 80
316 32
128 00
63 16
43 46
10 80
3 40
5 61
3 52
3 80
.
.
.
.
.
.
.
.
.
.
.
16 *******
21.15
18.90
229.75
109.20
63.16
69.92
9.90
3.60
5.42
3.52
2.20
17 *******
24.75
23.40
159.00
136.10
56.96
50.17
8.10
3.80
5.42
3.52
1.10
18 *******
33.20
23.85
109.20
108.40
80.57
45.90
8.10
4.00
5.23
3.71
0.48
19 *******
35.95
1.80
82.94
97.20
85.31
41.63
7.20
4.00
5.23
3.71
0.40
20 *******
38.15
5.61
87.68
256.30
87.68
38.15
6.30
4.20
5.23
3.71
0.32
21 *******
26.10
4.47
89.26
232.25
112.70
35.95
5.40
4.20
5.23
3.90
0.26
22 *******
21.60
3.71
73.37
170.40
112.70
33.20
4.50
4.20
5.23
3.90
0.22
23 *******
18.00
3.14
66.47
134.30
82.15
30.45
4.50
4.40
5.23
4.09
0.20
24 *******
10.80
2.76
108.40
106.00
75.44
28.80
3.60
4.40
5.04
4.09
0.18
25 *******
16.20
5.61
87.68
99.60
63.78
27.45
3.60
4.40
5.04
4.28
0.16
26 *******
22.05
275.78
61.30
86.89
58.20
27.45
3.60
4.60
5.04
4.28
0.14
27 *******
24.75
341.80
52.62
154.00
58.82
26.55
2.70
4.60
5.04
4.47
0.12
28 *******
23.40
251.95
60.06
126.20
58.20
26.55
2.70
4.60
5.04
4.47
0.10
29 *******
38.15
124.40
53.86
81.36
53.86
27.45
1.80
4.80
5.04
4.47
0.10
30 *******
35.95
77.51
46.51
78.99
48.95
28.80
1.80
4.80
4.85
0.40
31
33.20
64.40
78.20
27.45
4.80
4.85
1.70
----------
--------------
Total
*******
790 97
1460 24
2473 44
4275 78
2607 08
1503 84
384 75
108 80
162 38
119 37
74 20 ******* CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
Mean
*******
25.52
48.67
79.79
137.93
86.90
48.51
12.83
3.51
5.24
4.12
2.39 ******* CMS
Max
*******
70.61
341.80
316.32
356.60
161.00
130.70
25.65
4.80
5.80
4.85
8.00
356.60 CMS
Min
*******
6.00
1.80
29.35
71.30
48.95
26.55
1.80
1.80
4.80
3.52
0.10 ******* CMS
Runoff
*******
68.34
126.17
213.71
369.43
225.25
129.93
33.24
9.40
14.03
10.31
6.41 ******* MCM
798.20 CMS. at 294.68 m. (MSL.) at 19.00 Hours , on Jun 26 , 2011
Runoff Yield
*******
1797.748
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak