Basic HTML Version
309
700
800
900
1000
Flow ‐ CMS
Flow of Yom River (Y.1C)
at Ban Nam Khong
Water Year 2014
300
400
500
600
0
100
200
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
1.45
5.54
16.10
43.30
146.40
457.20
203.50
34.90
20.30
7.76
6.65
2.59
2
1.45
7.39
16.10
45.85
110.13
612.50
126.78
32.50
20.30
8.13
6.28
2.10
3
1.34
18.90
14.70
34.10
77.50
858.10
102.88
31.70
19.60
7.76
6.28
2.26
4
1.56
22.50
12.90
24.00
78.37
937.30
80.13
54.35
19.60
7.39
6.28
2.34
5
1.78
94.13
10.70
20.30
76.63
777.65
65.40
79.25
17.50
7.39
5.91
2.42
6
2.28
48.40
11.25
17.50
130.47
524.40
72.25
55.20
17.50
7.39
6.28
2.34
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
2.28
41.60
12.35
16.10
153.23
680.00
112.90
63.70
18.20
7.02
6.28
2.34
8
2.00
139.73
10.15
17.50
133.25
507.60
83.62
102.88
17.50
7.02
8.13
2.26
9
2.00
151.27
8.50
47.55
96.75
299.20
62.00
85.38
17.50
7.39
6.65
2.18
10
1.89
63.70
8.50
260.47
97.63
201.35
53.50
60.30
15.40
10.15
6.28
2.02
11
1.78
45.00
9.60
240.05
116.60
146.40
48.40
50.10
15.40
17.50
6.28
2.10
12
2.00
32.50
10.70
96.75
82.75
120.30
88.00
45.85
15.40
34.90
5.91
2.10
13
2.00
26.25
9.60
50.95
67.10
106.43
95.87
41.60
14.00
30.10
5.54
2.10
14
2.56
21.75
12.90
40.75
54.35
96.75
67.10
39.05
13.45
21.75
5.54
2.10
15
5 54
18 90
56 90
40 75
71 37
107 35
53 50
37 35
12 90
16 80
5 54
2 02
.
.
.
.
.
.
.
.
.
.
.
.
16
3.68
18.90
39.90
36.50
86.25
136.02
45.00
34.90
11.80
14.70
5.54
2.10
17
2.56
18.90
28.50
39.90
66.25
115.67
44.15
32.50
9.60
12.35
5.17
2.10
18
2.56
17.50
18.90
61.15
47.55
89.75
39.90
32.50
9.05
11.80
4.80
2.10
19
1.89
18.90
15.40
109.20
104.63
74.00
34.90
30.90
8.13
11.25
5.54
2.18
20
1.89
16.80
14.00
110.13
248.65
69.65
33.30
30.10
8.13
9.05
5.54
2.42
21
1.89
22.50
12.35
92.38
591.50
64.55
33.30
30.10
7.76
8.13
5.17
2.34
22
1.89
20.30
10.70
56.05
362.80
75.75
34.10
28.50
7.39
7.76
5.54
2.42
23
1.89
17.50
8.50
117.53
149.32
87.13
69.65
27.75
7.39
7.76
5.91
2.50
24
1.89
14.00
7.39
274.00
94.13
80.13
134.18
27.75
7.76
7.02
6.65
2.59
25
3.96
11.25
6.65
160.05
65.40
262.62
121.23
26.25
7.39
7.76
7.02
2.68
26
7.39
10.15
7.39
105.50
56.90
312.40
83.62
25.50
7.76
6.28
7.02
2.68
27
8.13
8.50
9.60
65.40
77.50
187.38
61.15
24.00
8.50
6.65
1.86
2.77
28
6.65
8.13
8.50
188.45
82.75
152.25
48.40
22.50
7.76
7.39
3.13
2.77
29
5.91
11.25
8.13
242.20
86.25
113.83
42.45
21.75
8.13
8.50
2.68
30
4.52
13.45
24.75
159.08
136.02
134.18
37.35
21.00
7.76
7.39
3.13
31
13.45
110.13
377.00
37.35
8.13
5.91
2.95
----------
--------------
Total
88 61
979 04
441 61
2923 57
4125 43
8387 84
2215 86
1230 11
386 99
338 15
162 72
73 68 21353 61 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
2.95
31.58
14.72
94.31
133.08
279.59
71.48
41.00
12.48
10.91
5.81
2.38
58.50 CMS
Max
8.13
151.27
56.90
274.00
591.50
937.30
203.50
102.88
20.30
34.90
8.13
3.13
937.30 CMS
Min
1.34
5.54
6.65
16.10
47.55
64.55
33.30
21.00
7.39
5.91
1.86
2.02
1.34 CMS
Runoff
7.66
84.59
38.16
252.60
356.44
724.71
191.45
106.28
33.44
29.22
14.06
6.37
1844.95 MCM
962.05 CMS. at 151.77 m. (MSL.) at 06.00 Hours , on Sep 4 , 2014
Runoff Yield
7.55
124.152
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak