Basic HTML Version
527
200
250
Flow ? CMS
Flow of Khlong Phra Prong (Kgt.12)
at Ban Kaeng
Water Year 2011
100
150
0
50
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
5.91
6.47
7.71
8.50
15.00
84.30
163.60
20.25
6.59
4.67
6.25
6.47
2
5.91
6.36
7.49
15.25
16.75
90.35
155.60
18.00
6.47
4.56
6.25
6.47
3
5.80
6.36
9.10
24.90
18.75
97.60
138.20
16.00
6.47
4.45
6.25
6.47
4
5.80
6.36
9.10
27.70
18.50
105.40
120.00
13.75
6.36
4.34
6.25
6.47
5
5.80
6.25
10.50
23.70
16.25
106.60
110.50
11.90
6.25
4.45
6.25
6.59
6
5.91
6.03
10.50
18.50
10.90
98.80
99.40
10.50
6.25
5.01
6.14
6.59
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
6.14
5.91
8.90
14.75
21.25
86.70
93.15
9.70
6.14
5.57
6.14
6.59
8
6.14
5.91
7.71
11.90
39.52
72.62
90.00
9.30
6.03
5.69
6.14
6.59
9
6.03
6.36
7.04
10.10
41.30
59.28
90.00
8.90
6.03
5.57
6.25
6.59
10
6.14
6.25
7.04
8.70
45.90
54.88
93.50
8.70
6.14
5.57
6.25
6.59
11
6.14
6.14
6.81
8.16
49.12
67.59
96.65
8.50
6.14
5.80
6.25
6.59
12
6.25
5.91
6.70
7.83
57.53
84.30
111.40
9.10
6.14
5.80
6.25
6.59
13
6.25
5.91
7.04
7.60
67.16
111.70
124.00
8.70
6.03
5.69
6.14
6.59
14
6.25
6.14
6.81
8.05
79.00
136.40
162.90
8.50
6.03
6.03
6.14
6.59
15
6 25
6 59
6 59
8 39
75 75
180 20
188 20
8 39
5 91
6 14
6 25
6 59
.
.
.
.
.
.
.
.
.
.
.
.
16
6.36
6.70
6.47
8.90
63.44
219.60
177.00
8.27
5.91
6.14
6.25
6.47
17
6.36
7.26
6.70
9.50
79.25
224.40
155.60
8.16
5.80
6.14
6.25
6.47
18
6.36
7.04
7.37
9.30
98.80
199.00
142.40
8.05
5.80
6.25
6.25
6.47
19
6.25
7.04
7.26
8.90
101.80
162.90
134.00
7.83
5.80
6.36
6.36
6.47
20
6.25
8.05
7.26
13.25
97.60
132.20
124.50
7.71
5.69
6.36
6.36
6.36
21
6.59
6.81
8.05
35.25
84.30
109.60
113.50
7.60
5.69
6.36
6.36
6.47
22
6.70
6.25
8.50
41.35
68.25
84.60
103.60
7.49
5.57
6.47
6.36
6.59
23
6.47
6.03
8.39
46.30
50.88
71.75
92.45
7.26
5.57
6.47
6.36
6.70
24
6.47
5.91
8.16
51.20
41.35
70.66
79.75
7.15
5.46
6.47
6.36
6.70
25
6.59
5.80
7.71
45.80
39.52
79.25
60.37
7.04
5.46
6.47
6.36
6.70
26
6.81
5.80
7.26
40.95
41.30
92.10
44.60
6.93
5.35
6.36
6.36
6.59
27
6.81
5.91
6.93
30.50
45.90
114.70
40.23
6.81
5.13
6.36
6.47
6.59
28
6.81
6.81
6.70
20.75
49.12
141.80
38.10
6.70
4.79
6.70
6.47
6.47
29
6.70
8.05
6.59
16.25
57.53
159.40
28.90
6.59
4.56
6.81
6.47
6.47
30
6.59
8.16
7.15
13.00
67.16
164.30
24.50
6.59
4.45
6.70
6.36
31
8.05
13.25
79.00
22.25
4.45
6.47
6.25
----------
--------------
Total
188 84
202 62
229 54
608 48
1637 88
3462 98
3218 85
280 37
178 46
182 23
182 24
202 50 10574 99 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
6.29
6.54
7.65
19.63
52.83
115.43
103.83
9.35
5.76
5.88
6.28
6.53
28.89 CMS
Max
6.81
8.16
10.50
51.20
101.80
224.40
188.20
20.25
6.59
6.81
6.47
6.70
224.40 CMS
Min
5.80
5.80
6.47
7.60
10.90
54.88
22.25
6.59
4.45
4.34
6.14
6.25
4.34 CMS
Runoff
16.32
17.51
19.83
52.57
141.51
299.20
278.11
24.22
15.42
15.75
15.75
17.50
913.68 MCM
229.20
Runoff Yield
19.55
155.074
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 22.76 m. (MSL), at 02.00 Hours, on Sep 17, 2011
Momentary Peak