Basic HTML Version
669
180
210
240
Flow ‐ CMS
Flow of Khlong Ratthaphum (X.67A)
at Ban Nasithong
Water Year 2014
60
90
120
150
0
30
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
2.48
2.12
0.75
1.30
1.00
1.00
1.60
8.80
7.00
27.70
4.70
1.80
2
2.84
2.36
0.75
1.20
0.95
1.00
3.95
14.62
6.80
22.74
4.55
1.80
3
2.72
2.24
0.75
1.10
0.90
0.90
5.75
15.46
6.60
21.13
4.40
1.70
4
2.60
2.12
0.75
1.00
0.85
0.85
7.80
12.20
6.40
19.52
4.25
1.70
5
2.48
2.00
0.75
0.95
0.80
0.75
8.60
16.99
6.20
19.06
4.10
1.60
6
2.60
1.90
0.70
0.90
0.75
0.65
13.80
15.25
5.60
18.14
3.95
1.50
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
2.00
1.80
0.65
0.85
0.75
0.60
23.95
14.20
5.00
17.45
3.80
1.40
8
2.00
1.70
0.65
0.80
0.80
0.50
19.52
13.20
4.55
14.41
3.65
1.40
9
2.84
1.60
0.60
2.00
0.85
0.50
19.98
13.60
4.70
12.40
3.50
1.30
10
2.72
1.50
0.75
1.90
0.90
0.45
19.98
23.45
4.40
10.60
3.35
1.30
11
2.60
1.40
0.75
1.80
0.95
0.75
14.62
21.82
4.40
10.80
2.96
1.20
12
2.48
1.30
0.80
1.70
0.90
0.80
12.20
19.06
5.90
11.20
2.72
1.20
13
2.36
1.20
3.20
1.60
0.85
1.00
10.20
17.22
9.20
10.60
2.12
1.20
14
2.24
1.10
3.50
1.50
0.80
1.50
9.00
16.53
28.46
9.80
2.12
1.10
15
2 12
1 00
2 60
1 40
0 75
1 60
8 60
15 46
40 10
8 80
2 12
1 10
.
.
.
.
.
.
.
.
.
.
.
.
16
2.00
0.95
2.48
1.30
0.70
1.50
7.40
14.62
25.20
8.80
2.12
1.10
17
3.50
0.85
2.36
1.20
0.65
6.20
6.40
14.00
28.20
8.60
2.00
1.00
18
7.40
0.75
2.24
1.00
0.60
7.20
5.60
12.80
183.65
8.20
2.00
1.00
19
7.60
0.65
2.12
0.95
0.55
5.60
5.45
24.95
76.85
7.80
2.00
1.00
20
6.60
0.65
2.00
0.90
0.55
5.00
5.15
17.22
44.90
7.20
2.00
1.00
21
5.00
0.75
1.70
0.80
0.50
2.60
4.85
14.41
71.72
6.60
1.90
1.00
22
2.96
0.70
1.40
0.80
0.45
2.48
3.65
14.00
183.00
6.20
1.90
0.95
23
2.48
0.65
1.10
0.80
0.75
2.00
3.80
13.20
144.19
6.05
1.90
0.95
24
2.48
0.65
0.95
0.75
0.70
1.50
6.20
12.80
117.15
6.05
1.90
0.90
25
2.48
0.60
0.90
0.75
0.75
1.40
8.20
12.40
86.85
5.90
1.80
0.90
26
2.36
0.75
0.85
0.75
0.80
1.00
8.80
12.40
72.14
5.75
1.80
0.90
27
2.24
0.75
1.00
0.75
0.90
0.95
10.20
12.20
61.72
5.60
1.80
0.90
28
2.12
0.80
1.30
0.90
0.95
0.90
14.62
11.80
51.25
5.30
1.80
0.85
29
2.00
0.95
1.40
1.00
0.95
0.85
15.46
10.60
42.50
5.00
0.85
30
2.00
0.95
1.60
0.75
1.00
0.85
8.60
8.20
45.20
4.85
0.85
31
1.00
1.00
1.00
7.20
46.16
4.70
0.85
----------
--------------
Total
90 30
37 74
41 35
34 40
24 60
52 88
301 13
443 46
1425 99
336 95
77 21
36 30
2902 31 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
3.01
1.22
1.38
1.11
0.79
1.76
9.71
14.78
46.00
10.87
2.76
1.17
7.95 CMS
Max
7.60
2.36
3.50
2.00
1.00
7.20
23.95
24.95
183.65
27.70
4.70
1.80
183.65 CMS
Min
2.00
0.60
0.60
0.75
0.45
0.45
1.60
8.20
4.40
4.70
1.80
0.85
0.45 CMS
Runoff
7.80
3.26
3.57
2.97
2.13
4.57
26.02
38.32
123.21
29.11
6.67
3.14
250.76 MCM
213.74 CMS. at 4.96 m. (A.D.) at 13.00 Hours , on Dec 22 , 2014
Runoff Yield
32.06
859.256
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak