Basic HTML Version
675
80
100
120
Flow ? CMS
Flow of Khlong Tamot (X.267)
at Ban Mae Khree
Water Year 2011
40
60
0
20
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
38.20
9.30
3.70
0.50
0.25
0.00
0.50
24.65
13.38
75.45
13.55
2.70
2
21.85
9.30
3.70
0.50
0.25
0.00
0.50
12.85
10.90
85.65
11.38
2.70
3
16.00
7.90
3.70
4.82
0.05
0.00
0.50
7.90
9.30
56.20
11.38
2.70
4
12.50
10.90
3.70
2.70
0.00
0.00
0.50
6.50
9.30
51.85
9.30
2.70
5
10.90
9.30
3.70
2.70
0.00
0.50
0.50
5.10
9.30
37.16
7.90
5.10
6
7.90
6.50
3.70
2.10
0.00
0.50
0.50
5.10
9.30
19.33
7.90
6.50
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
11.54
6.50
3.70
1.10
0.00
0.50
0.50
5.10
9.30
23.57
6.22
5.80
8
10.90
6.50
3.70
1.10
0.00
0.50
0.25
5.10
9.30
33.00
5.94
4.12
9
8.46
3.70
1.70
0.62
0.00
0.50
0.25
5.10
11.54
33.00
5.80
8.60
10
6.50
3.70
1.70
0.50
0.00
0.50
0.25
5.10
17.11
16.00
5.80
5.10
11
5.24
3.50
1.70
0.50
0.00
7.90
0.25
5.10
41.12
25.29
5.80
4.40
12
5.80
3.40
1.70
0.48
0.00
36.38
1.46
4.40
51.85
37.68
5.80
3.70
13
3.70
3.40
1.70
0.48
0.00
41.64
1.10
4.40
100.08
63.22
5.80
3.70
14
1.70
3.20
2.10
0.45
0.00
21.85
1.10
10.26
56.80
64.48
5.10
3.70
15
1 70
3 20
1 22
0 25
0 50
12 50
1 10
12 50
28 54
46 25
5 10
3 20
.
.
.
.
.
.
.
.
.
.
.
.
16
0.50
3.20
1.10
0.25
0.38
12.50
1.10
9.30
50.14
27.22
4.40
2.70
17
0.00
3.10
1.10
0.25
0.80
12.50
1.10
8.60
65.43
23.14
3.70
2.70
18
0.18
3.10
1.10
0.25
1.10
12.50
1.10
7.48
52.42
31.12
3.70
2.70
19
6.22
3.10
1.10
0.00
1.10
12.50
0.80
7.62
43.77
45.43
3.70
2.70
20
11.22
3.00
1.10
0.00
1.10
10.90
0.50
7.62
31.12
44.60
3.70
2.70
21
6.50
3.00
1.10
0.00
1.10
9.30
0.50
21.42
26.15
31.83
3.70
2.70
22
6.50
2.90
1.10
0.00
0.80
7.90
1.10
79.50
24.00
24.86
3.70
2.70
23
5.80
2.90
1.10
0.25
0.80
6.50
1.10
100.80
20.99
20.56
3.70
2.70
24
4.82
2.80
1.10
0.25
0.56
5.10
1.70
88.40
24.86
16.56
3.70
3.20
25
3.70
2.80
1.10
0.38
0.50
2.70
1.70
70.20
30.42
12.50
3.20
3.20
26
3.70
2.70
1.10
0.38
0.50
2.20
5.38
67.00
25.29
11.06
3.20
3.40
27
2.90
2.50
0.74
0.35
0.92
2.20
4.82
55.00
18.77
9.30
2.90
2.80
28
3.70
2.50
0.50
0.35
1.34
1.80
5.10
38.20
16.00
9.30
3.20
3.30
29
3.70
2.50
0.50
0.35
3.20
1.70
5.10
38.20
14.78
9.30
3.50
3.30
30
3.70
2.50
0.50
0.35
2.70
1.70
11.06
34.56
18.77
12.68
3.20
31
2.50
0.35
0.07
25.29
27.65
12.18
3.10
----------
--------------
Total
226 03
135 40
55 76
22 56
18 02
225 27
76 71
753 06
877 68
1009 77
162 77
111 82
3674 85 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
7.53
4.37
1.86
0.73
0.58
7.51
2.47
25.10
28.31
32.57
5.61
3.61
10.04 CMS
Max
38.20
10.90
3.70
4.82
3.20
41.64
25.29
100.80
100.08
85.65
13.55
8.60
100.80 CMS
Min
0.00
2.50
0.50
0.00
0.00
0.00
0.25
4.40
9.30
9.30
2.90
2.70
0.00 CMS
Runoff
19.53
11.70
4.82
1.95
1.56
19.46
6.63
65.06
75.83
87.24
14.06
9.66
317.51 MCM
145.15 CMS. at 26.14 m. (MSL.) at 14.00 Hours , on Dec 13 , 2011
Runoff Yield
34.04
492.034
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak