Basic HTML Version
691
200
250
300
Flow ? CMS
Flow of Khlong Rommanee (X.188A)
at Ban Ban Rommanee
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
53.42
5.24
31.96
10.00
31.64
40.44
148.50
7.91
3.00
1.50
1.50
0.00
2
37.40
4.76
42.34
10.88
26.35
32.28
144.00
7.53
3.00
1.50
0.75
0.00
3
30.07
5.56
39.30
9.81
22.28
28.21
171.75
6.58
3.00
1.50
0.75
0.75
4
23.68
5.88
31.32
9.05
19.48
31.96
150.75
6.20
4.60
1.50
0.75
0.75
5
21.16
5.40
32.60
9.24
17.28
25.42
157.50
6.04
3.80
1.50
0.75
6.20
6
18.96
5.88
29.14
8.86
15.36
21.72
117.76
5.72
3.80
1.50
0.75
5.40
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
16.56
38.92
28.52
8.48
14.18
19.48
45.80
5.56
3.80
1.50
0.75
3.80
8
15.36
49.40
23.96
7.72
13.08
16.80
36.44
5.40
3.80
1.50
0.00
2.25
9
11.76
89.00
32.92
7.34
11.76
16.32
29.76
5.08
3.80
0.75
0.00
2.25
10
12.20
89.00
31.00
7.72
10.88
77.18
27.90
4.92
3.80
0.75
0.00
2.25
11
12.20
51.00
41.96
7.72
10.66
270.60
72.48
4.12
3.80
0.75
0.00
2.25
12
11.32
45.40
54.68
13.08
10.88
188.40
47.00
7.53
2.25
0.75
0.00
2.25
13
12.42
41.58
62.32
18.96
9.24
146.25
38.54
6.58
2.25
1.50
0.00
3.80
14
11.76
13.30
38.16
48.60
9.43
105.86
28.21
6.20
2.25
1.50
0.00
2.25
15
11 54
27 90
28 21
58 88
8 67
87 80
24 24
5 72
2 25
1 50
0 00
2 25
.
.
.
.
.
.
.
.
.
.
.
.
16
11.32
20.60
25.42
67.84
9.24
69.68
20.32
5.24
2.25
3.00
0.75
2.25
17
10.22
23.40
22.28
51.00
9.43
66.92
16.80
4.92
2.25
3.00
0.75
2.25
18
9.81
31.64
27.28
33.88
8.67
69.22
13.74
4.92
2.25
3.00
1.50
2.25
19
8.86
55.94
30.07
26.66
8.10
81.80
13.74
4.12
1.95
3.00
0.75
3.00
20
11.98
31.64
24.52
22.00
7.53
101.00
13.74
3.32
1.50
3.00
0.75
3.00
21
11.54
26.35
20.88
18.96
7.53
75.77
13.74
4.12
1.50
3.00
0.75
2.25
22
11.10
23.68
18.48
18.96
7.34
66.92
13.74
4.12
1.50
3.00
0.75
1.50
23
11.10
18.96
18.48
21.44
7.91
62.78
13.74
4.12
2.25
3.00
0.75
1.50
24
10.44
17.76
16.32
27.90
7.72
69.68
13.74
3.32
2.25
3.00
0.75
1.50
25
9.81
16.56
15.36
22.00
73.89
78.12
13.52
4.12
2.25
3.00
0.00
0.75
26
9.43
15.36
14.64
22.84
36.44
193.20
12.64
3.32
2.25
1.50
0.75
0.75
27
9.05
14.18
13.52
26.97
225.55
154.50
11.98
3.32
1.95
1.50
0.00
0.75
28
9.05
13.08
11.98
37.40
223.85
139.10
9.24
2.55
1.50
1.50
0.00
0.75
29
6.04
12.20
10.88
111.44
169.50
132.10
8.86
2.55
1.50
0.75
0.00
0.75
30
6.39
26.35
10.66
65.54
94.40
130.00
8.48
2.40
1.95
1.50
1.65
31
42.34
40.82
56.36
8.10
1.95
1.95
1.50
----------
--------------
Total
445 95
868 26
829 16
851 99
1184 63
2599 51
1446 75
147 55
80 25
58 20
14 25
62 85
8589 35 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
Mean
14.87
28.01
27.64
27.48
38.21
86.65
46.67
4.92
2.59
1.88
0.49
2.03
23.47 CMS
Max
53.42
89.00
62.32
111.44
225.55
270.60
171.75
7.91
4.60
3.00
1.50
6.20
270.60 CMS
Min
6.04
4.76
10.66
7.34
7.34
16.32
8.10
2.40
1.50
0.75
0.00
0.00
0.00 CMS
Runoff
38.53
75.02
71.64
73.61
102.35
224.60
125.00
12.75
6.93
5.03
1.23
5.43
742.12 MCM
286.60 CMS. at 18.74 m. (MSL.) at 02.00 Hours , on Sep 11 , 2011
Runoff Yield
101.03
1233.749
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak