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50
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Flow ‐ CMS
Flow of Khlong Thadee (X.203)
at Ban Na Pa
Water Year 2012
20
30
0
10
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
4.12
2.30
2.50
1.00
0.52
1.65
2.60
3.98
28.50
43.15
3.75
4.80
2
4.50
2.70
2.50
1.00
0.52
1.55
2.25
4.88
24.45
30.60
3.75
3.82
3
4.05
2.60
3.00
1.00
0.23
1.45
1.75
10.40
12.25
21.90
3.75
3.08
4
2.90
2.00
4.88
2.60
0.42
1.15
1.55
15.38
8.40
19.80
3.38
2.80
5
2.90
2.00
5.25
3.38
0.57
0.95
1.80
7.20
6.50
44.50
3.30
3.00
6
2.90
2.00
5.85
1.90
0.52
1.55
1.25
4.88
5.40
26.25
3.30
4.80
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
2.90
4.50
11.90
1.50
0.52
2.25
1.05
4.12
4.95
16.88
3.15
2.90
8
2.90
2.50
14.00
1.50
0.23
2.60
0.95
3.52
4.20
13.13
3.00
2.60
9
2.90
2.00
18.05
1.70
0.52
1.85
1.20
3.15
3.75
11.00
2.85
2.30
10
2.90
2.00
8.50
2.00
0.23
1.55
1.70
2.85
3.75
9.60
2.80
3.30
11
2.90
1.75
5.85
1.75
0.52
1.60
2.20
2.95
4.88
8.60
2.65
2.60
12
4.28
1.75
4.35
1.75
0.57
2.75
2.70
13.87
5.25
7.80
2.60
2.30
13
2.90
1.75
3.52
1.55
0.62
1.95
2.00
6.70
3.45
7.80
8.20
2.10
14
2.90
1.75
3.00
2.00
0.66
3.68
1.30
4.50
3.68
6.30
3.75
2.40
15
2 90
1 80
2 55
1 60
0 71
2 60
1 85
3 60
42 70
6 10
3 45
1 90
.
.
.
.
.
.
.
.
.
.
.
.
16
2.90
1.75
2.30
1.50
0.71
2.25
2.50
3.30
19.97
7.10
7.10
1.75
17
2.95
1.75
2.20
1.50
0.71
2.35
2.00
3.00
10.80
5.63
3.68
1.70
18
2.55
1.95
2.00
1.50
0.23
1.75
1.70
3.00
7.80
5.25
3.22
1.65
19
5.33
1.75
1.90
1.50
0.14
1.55
4.20
10.10
6.20
5.03
3.00
1.50
20
14.87
1.75
1.80
1.00
0.42
1.40
9.20
4.80
6.70
6.50
2.80
1.40
21
6.10
1.75
1.80
1.00
0.47
1.40
11.40
4.12
6.70
5.10
2.50
1.35
22
8.10
1.75
2.00
1.00
0.18
1.50
7.00
3.45
9.80
5.03
2.30
1.30
23
4.28
1.75
1.80
1.00
1.10
1.35
6.20
3.22
14.87
8.80
2.05
1.25
24
3.60
1.75
1.50
1.00
1.25
1.15
7.00
3.52
46.45
9.40
2.20
1.40
25
4.80
2.45
1.50
2.00
3.30
1.50
8.20
3.00
40.90
6.60
13.87
1.70
26
3.08
4.12
1.20
1.25
1.55
2.10
7.10
3.82
20.15
5.63
6.70
1.50
27
3.22
3.90
1.00
1.00
1.55
2.90
4.58
4.80
12.87
4.88
7.30
1.45
28
2.95
4.88
1.00
1.00
5.03
3.98
3.45
4.88
10.00
4.42
8.50
1.40
29
2.90
3.98
1.00
0.71
3.45
4.12
2.75
10.90
9.00
4.12
1.30
30
2.55
3.52
1.00
0.33
3.30
3.38
2.30
7.10
17.00
3.90
1.25
31
2.50
0.28
2.40
2.15
49.05
3.68
1.35
----------
--------------
Total
119 03
74 70
119 70
43 80
33 15
61 81
107 88
164 99
450 37
364 48
118 90
67 95
1726 76 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
3.97
2.41
3.99
1.41
1.07
2.06
3.48
5.50
14.53
11.76
4.25
2.19
4.73 CMS
Max
14.87
4.88
18.05
3.38
5.03
4.12
11.40
15.38
49.05
44.50
13.87
4.80
49.05 CMS
Min
2.55
1.75
1.00
0.28
0.14
0.95
0.95
2.85
3.45
3.68
2.05
1.25
0.14 CMS
Runoff
10.28
6.45
10.34
3.78
2.86
5.34
9.32
14.26
38.91
31.49
10.27
5.87
149.19 MCM
59.97 CMS. at 10.63 m. (MSL.) at 18.00 Hours , on Dec 1 , 2012
Runoff Yield
39.41
499.542
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak