Basic HTML Version
35
300
350
400
450
Flow ‐ CMS
Flow of Huai Bang Sai (Kh.92)
at Ban Kan Luang Dong
Water Year 2014
150
200
250
0
50
100
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
1.35
1.75
1.85
14.06
51.40
16.02
22.20
5.68
1.80
0.60
0.25
0.60
2
1.35
1.70
1.85
10.00
26.20
36.36
21.80
5.68
2.30
0.60
0.10
0.60
3
1.35
1.70
1.70
9.40
46.30
44.50
21.00
5.68
2.60
0.60
0.20
0.60
4
1.20
1.45
1.70
8.92
30.38
26.00
16.30
6.04
2.45
0.60
0.20
0.45
5
1.20
1.70
1.70
6.64
46.60
25.40
14.76
6.04
2.45
0.70
0.20
0.45
6
1.45
1.85
1.80
4.72
387.30
50.50
13.64
5.68
2.40
0.60
0.20
0.45
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
1.70
1.85
2.35
6.04
152.16
27.78
13.78
5.68
2.35
0.60
0.10
0.20
8
1.70
1.70
3.10
14.20
38.18
24.60
12.52
5.08
2.35
0.60
0.10
0.20
9
1.60
1.75
3.90
48.40
33.24
22.60
10.70
5.08
2.35
0.45
0.20
0.25
10
1.45
1.95
2.80
21.20
36.88
22.20
10.42
4.48
2.30
0.45
0.20
0.45
11
1.45
1.80
2.80
10.98
26.60
16.02
9.16
4.36
2.25
0.45
0.20
0.35
12
1.45
1.60
4.24
15.46
18.00
15.18
8.20
3.90
2.20
0.45
0.20
0.20
13
1.45
1.45
6.04
28.82
16.16
15.18
8.80
3.40
2.10
0.40
0.20
0.20
14
1.45
1.45
5.80
54.40
14.90
15.60
8.92
2.95
2.05
0.40
0.35
0.20
15
1 35
1 45
5 92
109 64
15 32
23 20
8 44
2 95
1 95
0 40
0 35
0 35
.
.
.
.
.
.
.
.
.
.
.
.
16
1.35
1.20
5.92
78.30
16.72
30.12
8.08
2.70
1.95
0.40
0.35
0.35
17
1.35
1.20
4.24
37.66
16.58
23.40
7.36
2.70
1.95
0.40
0.35
0.35
18
1.35
1.60
2.70
27.52
15.18
18.60
7.00
2.85
1.95
0.40
0.20
0.20
19
1.20
1.70
2.35
25.00
18.60
18.80
7.48
2.85
2.00
0.40
0.20
0.20
20
1.20
1.70
2.20
26.20
28.30
19.40
7.48
2.85
2.05
0.40
0.45
0.20
21
1.45
1.70
2.30
23.20
17.60
18.80
6.88
2.70
2.10
0.40
0.70
0.20
22
1.45
1.70
2.95
24.00
18.80
18.80
6.64
2.60
2.10
0.40
0.70
0.20
23
1.45
1.95
6.28
65.54
17.00
68.26
6.28
2.70
1.85
0.40
0.65
0.20
24
1.45
1.95
7.96
69.96
18.40
284.12
6.28
2.35
1.30
0.40
0.65
0.20
25
1.45
1.85
10.28
23.00
14.62
163.68
6.28
2.05
0.90
0.40
0.60
0.20
26
1.45
1.85
5.92
16.44
13.50
70.98
6.28
1.85
0.70
0.40
0.70
0.20
27
1.70
1.70
9.16
15.32
15.88
25.40
6.40
1.70
0.70
0.40
0.70
0.20
28
1.90
1.70
15.46
14.90
24.20
22.40
6.40
1.60
0.70
0.40
0.70
0.20
29
1.95
1.85
23.00
37.92
46.30
24.20
6.64
1.60
0.70
0.40
0.20
30
1.95
1.85
35.84
132.64
36.62
49.60
6.16
1.55
0.70
0.40
0.20
31
1.70
94.56
21.20
5.68
0.70
0.40
0.20
----------
--------------
Total
44 15
52 35
184 11
1075 04
1279 12
1237 70
307 96
107 33
56 25
14 30
10 00
9 05
4377 36 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.47
1.69
6.14
34.68
41.26
41.26
9.93
3.58
1.81
0.46
0.36
0.29
11.99 CMS
Max
1.95
1.95
35.84
132.64
387.30
284.12
22.20
6.04
2.60
0.70
0.70
0.60
387.30 CMS
Min
1.20
1.20
1.70
4.72
13.50
15.18
5.68
1.55
0.70
0.40
0.10
0.20
0.10 CMS
Runoff
3.82
4.52
15.91
92.88
110.52
106.94
26.61
9.27
4.86
1.24
0.86
0.78
378.20 MCM
458.16 CMS. at 156.76 m. (MSL.) at 14.00 Hours , on Aug 6 , 2014
Runoff Yield
10.72
409.437
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak