Basic HTML Version
629
140
160
180
200
Flow ‐ CMS
Flow of Khlong Tha Di (X.55)
at Ban Tha Yai
Water Year 2014
60
80
100
120
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
2.70
4.35
4.50
4.20
6.00
3.90
4.80
5.70
5.85
9.80
4.35
3.15
2
2.70
3.90
4.50
4.05
6.00
3.90
4.95
6.00
5.55
7.40
4.35
3.15
3
2.70
3.60
4.50
4.05
6.00
3.75
5.40
5.70
5.55
6.00
4.35
3.15
4
2.70
3.90
5.10
4.05
5.70
4.35
6.40
5.55
5.25
5.70
4.35
3.15
5
2.70
4.35
4.95
4.05
5.70
4.05
6.80
5.70
5.25
5.70
4.20
3.15
6
2.70
4.65
4.65
4.05
5.55
4.05
6.00
6.00
5.25
5.55
4.20
3.00
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
2.70
4.35
4.50
3.75
5.55
4.80
6.80
9.40
5.10
5.10
4.05
3.00
8
2.70
4.20
3.90
3.75
5.55
4.95
7.60
162.70
5.10
4.95
3.90
3.00
9
2.40
4.05
3.60
4.05
5.55
4.95
7.00
87.80
4.95
4.95
3.90
3.00
10
2.40
4.05
3.60
4.20
5.25
4.50
5.85
21.50
4.80
4.95
3.90
4.50
11
2.40
4.20
3.60
4.20
5.10
4.50
5.55
12.75
4.95
4.65
3.90
4.50
12
2.40
4.50
3.60
3.75
5.25
4.50
5.40
8.80
4.80
4.65
3.75
4.50
13
2.25
4.65
4.80
3.60
3.90
5.10
5.10
7.00
6.60
4.50
3.75
4.50
14
2.25
5.70
4.80
3.30
3.90
5.25
4.80
6.20
144.30
4.35
3.60
4.50
15
2 25
4 20
4 65
3 45
4 35
5 55
5 10
5 55
24 80
9 60
3 60
4 50
.
.
.
.
.
.
.
.
.
.
.
.
16
1.95
4.20
4.50
5.70
4.50
5.55
9.00
7.20
10.75
10.25
3.60
4.35
17
2.25
4.20
4.50
4.50
4.50
5.25
10.00
8.00
10.00
9.60
3.60
4.35
18
2.25
4.05
4.50
4.05
4.35
5.25
9.00
7.00
70.80
6.80
3.45
4.35
19
2.25
4.05
4.50
3.90
4.20
4.95
7.00
6.00
40.40
5.55
3.45
4.35
20
2.25
4.05
4.20
3.75
4.05
4.95
6.00
12.75
16.75
5.25
3.45
4.20
21
2.10
4.05
3.90
3.75
4.05
4.95
6.00
11.50
9.60
5.10
3.45
4.20
22
2.10
4.05
4.05
3.75
4.20
4.95
5.55
9.80
13.25
5.10
3.45
4.20
23
4.80
4.80
4.80
3.75
4.20
4.80
4.95
9.80
10.75
4.95
3.30
3.90
24
4.80
5.10
4.80
3.75
4.20
4.80
4.50
8.00
10.75
4.80
4.05
3.90
25
4.80
4.95
5.10
4.05
6.80
4.80
4.50
7.20
11.75
4.80
3.30
3.90
26
4.80
4.80
4.80
4.35
7.40
4.95
5.10
7.00
31.10
4.65
3.15
3.15
27
4.50
4.80
4.80
7.00
7.80
4.95
6.60
6.80
34.80
4.65
3.15
3.00
28
4.50
4.65
4.65
6.60
7.60
4.95
6.60
6.40
14.50
4.65
3.15
3.00
29
4.50
4.65
4.35
5.70
5.55
3.45
7.20
6.20
7.80
4.65
3.00
30
4.50
4.65
4.20
6.00
4.35
3.45
6.20
5.85
5.85
4.50
3.00
31
4.65
6.00
4.05
6.00
5.40
4.35
3.00
----------
--------------
Total
90 30
136 35
132 90
135 10
161 15
140 10
191 75
475 85
542 35
177 50
104 70
114 60
2402 65 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
3.01
4.40
4.43
4.36
5.20
4.67
6.19
15.86
17.50
5.73
3.74
3.70
6.58 CMS
Max
4.80
5.70
5.10
7.00
7.80
5.55
10.00
162.70
144.30
10.25
4.35
4.50
162.70 CMS
Min
1.95
3.60
3.60
3.30
3.90
3.45
4.50
5.55
4.80
4.35
3.15
3.00
1.95 CMS
Runoff
7.80
11.78
11.48
11.67
13.92
12.11
16.57
41.11
46.86
15.34
9.05
9.90
207.59 MCM
365.40 CMS. at 22.53 m. (MSL.) at 18.00 Hours , on Nov 8 , 2014
Runoff Yield
62.69
3473.714
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak