Basic HTML Version
663
140
160
180
200
Flow ? CMS
Flow of Khlong La Pang (X.113)
at Ban Thung Prap
Water Year 2011
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
5.95
10.60
0.94
1.50
0.64
0.84
4.69
0.92
1.08
178.35
1.58
1.12
2
11.95
4.76
1.08
0.90
0.62
0.76
6.85
0.86
1.04
17.40
1.30
1.00
3
4.49
2.74
1.20
2.77
0.62
0.74
3.16
0.86
1.10
14.20
4.13
1.16
4
2.46
5.50
1.00
1.14
0.62
0.72
5.73
0.82
2.07
4.66
1.36
0.98
5
1.90
2.49
1.08
0.84
0.60
0.70
3.93
0.88
16.20
1.76
1.20
1.26
6
2.28
1.46
0.88
0.76
0.58
0.66
4.62
0.94
5.33
1.48
1.14
10.00
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
3.01
1.22
0.84
0.74
0.58
0.72
1.68
1.72
1.28
1.36
1.10
1.84
8
2.24
1.12
0.86
0.74
0.58
2.77
2.98
3.40
1.14
1.28
1.06
24.29
9
1.60
1.06
0.86
0.74
0.56
0.78
1.66
0.96
1.18
1.26
1.06
5.80
10
1.46
1.04
0.90
0.72
0.56
1.08
1.38
0.94
1.06
1.38
1.04
1.98
11
1.40
1.28
0.86
0.70
0.56
57.00
1.24
0.92
1.04
1.70
1.00
1.76
12
1.30
1.24
0.86
0.66
0.56
38.65
1.22
1.78
0.98
4.41
0.98
1.28
13
1.24
1.24
1.48
0.66
0.56
6.02
1.16
0.88
0.94
13.60
0.98
1.70
14
1.20
1.02
0.86
0.68
0.54
1.64
1.10
0.82
0.92
4.83
0.94
1.18
15
1 10
0 96
0 84
0 68
0 66
1 28
1 04
0 84
1 00
2 39
0 94
1 10
.
.
.
.
.
.
.
.
.
.
.
.
16
3.82
4.59
0.88
0.66
0.56
1.10
1.02
0.82
1.42
1.58
0.94
1.04
17
0.00
1.56
0.90
0.66
0.56
1.22
1.00
0.82
1.30
1.44
0.92
1.00
18
2.04
1.26
0.88
0.66
1.08
1.14
1.00
0.80
1.00
5.29
1.66
0.98
19
2.21
7.72
0.88
0.66
0.64
1.60
1.06
1.66
1.02
2.77
0.98
0.98
20
1.46
1.28
0.84
0.64
0.60
2.42
0.98
13.00
0.92
20.03
0.94
1.16
21
1.14
1.10
0.80
0.62
0.60
1.64
9.90
5.43
0.92
2.98
0.92
1.00
22
3.71
1.02
0.78
0.62
0.58
1.36
1.32
4.17
1.04
39.59
0.90
1.24
23
1.14
1.12
1.08
0.62
1.04
1.06
1.06
3.30
0.90
4.34
0.88
0.96
24
2.53
1.64
0.84
0.62
0.96
0.94
1.00
25.58
0.86
1.94
2.18
0.98
25
1.16
1.04
0.82
0.62
1.12
0.88
1.02
4.90
0.84
1.68
1.06
0.92
26
1.02
0.96
0.80
0.72
1.88
38.65
0.98
2.07
0.82
1.52
0.94
0.90
27
2.18
0.96
0.82
0.66
0.88
8.60
1.06
2.35
0.80
1.42
0.90
0.92
28
1.10
0.94
0.78
0.74
1.08
12.85
0.92
1.48
0.78
1.34
4.76
1.00
29
1.00
0.90
0.78
0.80
5.36
6.25
0.88
1.28
0.76
1.30
1.76
0.94
30
1.14
0.88
0.76
0.66
4.94
1.82
0.90
1.18
0.82
1.28
0.88
31
0.86
0.66
0.94
1.16
1.72
4.94
0.84
----------
--------------
Total
69 23
65 56
27 18
24 85
31 66
195 89
67 70
86 38
52 28
343 50
39 55
72 19
1075 97 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
2.31
2.11
0.91
0.80
1.02
6.53
2.18
2.88
1.69
11.08
1.36
2.33
2.94 CMS
Max
11.95
10.60
1.48
2.77
5.36
57.00
9.90
25.58
16.20
178.35
4.76
24.29
178.35 CMS
Min
0.00
0.86
0.76
0.62
0.54
0.66
0.88
0.80
0.76
1.26
0.88
0.84
0.00 CMS
Runoff
5.98
5.66
2.35
2.15
2.74
16.93
5.85
7.46
4.52
29.68
3.42
6.24
92.96 MCM
247.70 CMS. at 37.26 m. (MSL.) at 11.00 Hours , on Jan 1 , 2011
Runoff Yield
24.82
2091.178
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak