Basic HTML Version
695
120
140
160
180
Flow ‐ CMS
Flow of Lower Khlong Tha Prae (X.264)
at Ban Ta Lam
Water Year 2012
60
80
100
0
20
40
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
2.00
3.27
2.83
3.20
3.50
2.90
10.35
2.75
58.39
6.60
1.85
2.30
2
1.85
3.05
2.68
2.60
3.35
2.60
9.00
2.68
53.36
6.12
1.85
2.30
3
2.00
2.90
2.23
2.00
3.05
3.05
7.32
2.68
28.24
5.80
1.85
2.23
4
5.80
2.75
2.00
2.00
2.75
2.75
5.88
2.45
17.62
4.93
1.78
1.93
5
4.25
2.53
2.00
11.03
2.60
3.80
5.64
2.45
11.43
3.73
1.70
1.85
6
3.50
2.45
1.25
10.75
2.30
5.08
5.48
2.30
7.92
3.35
1.55
1.70
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
2.75
2.30
0.95
6.12
2.30
24.19
5.00
2.60
5.16
3.05
1.62
1.70
8
2.45
2.30
18.90
90.75
2.00
164.85
4.85
2.60
3.58
2.75
1.55
1.55
9
2.00
2.23
6.72
32.25
2.00
69.00
4.70
2.45
3.20
2.68
1.48
1.55
10
2.75
2.15
5.16
18.74
1.85
21.55
4.70
2.15
3.35
2.60
1.40
1.85
11
2.60
2.08
4.78
96.30
1.85
9.00
6.52
2.15
3.20
2.75
1.55
1.93
12
3.35
2.00
4.18
64.00
1.85
7.80
6.20
2.30
3.13
2.60
1.78
2.15
13
3.43
2.45
3.80
41.50
1.78
7.56
6.52
2.23
3.20
2.60
1.78
2.00
14
3.13
2.00
3.35
26.85
1.78
11.43
6.12
2.15
9.00
2.60
1.93
1.93
15
3 05
2 15
2 90
20 18
1 70
11 16
5 08
2 15
14 27
2 75
1 85
1 93
.
.
.
.
.
.
.
.
.
.
.
.
16
2.75
2.15
2.75
13.05
2.00
31.50
4.78
2.75
12.51
2.60
2.00
1.85
17
2.68
2.68
2.23
7.20
2.00
22.78
6.20
2.75
9.14
2.45
2.08
1.70
18
4.32
4.03
2.00
7.56
3.20
20.18
8.40
3.13
6.12
2.30
1.85
1.62
19
4.10
3.65
1.85
7.20
2.90
19.22
10.62
6.72
4.55
2.30
1.48
1.55
20
3.95
3.05
1.85
11.70
2.75
18.90
8.16
33.60
3.80
2.30
1.70
1.55
21
3.88
2.30
1.78
11.16
2.00
21.55
6.44
11.16
3.73
2.15
1.93
1.48
22
3.80
2.30
1.70
9.95
3.05
17.94
5.72
6.36
3.80
2.15
2.00
1.40
23
3.35
2.23
1.62
9.68
3.05
14.40
5.16
5.56
3.73
2.00
1.70
1.40
24
4.18
2.15
1.62
10.08
5.40
13.86
4.85
5.16
3.50
1.85
1.85
1.33
25
3.65
7.56
1.55
13.73
26.47
30.50
4.55
7.80
3.43
2.00
2.00
1.33
26
11.03
14.40
1.55
10.75
14.40
62.98
4.25
10.75
3.35
1.85
2.23
1.40
27
9.27
4.55
1.48
3.88
19.70
83.25
3.80
6.84
3.27
1.70
2.68
1.25
28
7.08
4.18
1.48
2.83
46.76
30.50
3.50
5.08
3.20
1.85
2.30
1.25
29
4.40
3.88
2.23
3.13
63.49
20.18
3.05
17.94
4.18
1.78
1.10
30
3.27
3.43
2.53
3.27
20.18
14.13
2.90
55.84
5.48
1.70
0.88
31
2.98
3.58
5.72
2.75
7.20
1.70
0.72
----------
--------------
Total
116 62
102 13
91 95
557 02
257 73
768 59
178 49
217 53
306 04
87 59
51 32
50 71
2785 72 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
3.89
3.29
3.07
17.97
8.31
25.62
5.76
7.25
9.87
2.83
1.83
1.64
7.63 CMS
Max
11.03
14.40
18.90
96.30
63.49
164.85
10.62
55.84
58.39
6.60
2.68
2.30
164.85 CMS
Min
1.85
2.00
0.95
2.00
1.70
2.60
2.75
2.15
3.13
1.70
1.40
0.72
0.72 CMS
Runoff
10.08
8.82
7.94
48.13
22.27
66.41
15.42
18.80
26.44
7.57
4.43
4.38
240.69 MCM
202.20 CMS. at 5.62 m. (MSL.) at 11.00 Hours , on Sep 8 , 2012
Runoff Yield
34.22
906.726
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak