Basic HTML Version
715
250
300
350
Flow ‐ CMS
Flow of Khlong Phangnga (X.245)
at Ban Bang Tong
Water Year 2014
100
150
200
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
0.63
1.22
0.24
8.25
52.90
7.75
6.75
5.40
1.51
7.00
5.40
3.60
2
0.15
0.73
0.44
5.40
47.20
9.25
10.00
5.40
1.61
7.00
5.40
3.60
3
0.04
1.81
0.24
3.60
46.00
10.50
26.90
5.40
2.00
6.75
5.40
3.40
4
0.03
1.12
2.00
4.80
50.95
6.75
78.85
5.40
2.60
6.75
5.20
3.40
5
0.73
1.71
6.00
4.40
49.65
4.80
95.95
5.40
3.60
6.75
5.20
3.40
6
0.04
0.73
7.00
2.80
58.10
6.25
290.15
5.00
5.00
6.50
5.20
3.40
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
0.04
0.15
4.40
16.00
73.20
5.40
326.00
4.20
6.25
7.00
5.20
3.40
8
0.05
0.44
2.60
65.20
52.25
9.75
111.15
3.80
8.50
7.50
5.20
3.20
9
0.73
0.34
1.51
39.40
44.20
88.20
69.20
5.00
10.25
7.00
5.00
3.20
10
0.44
0.93
1.22
23.40
41.20
65.20
52.25
3.20
9.75
6.75
5.00
3.20
11
0.05
1.41
3.60
14.50
36.20
34.60
36.20
3.20
9.50
6.50
4.80
3.00
12
0.04
0.83
86.50
17.80
33.00
32.20
24.80
3.00
9.25
6.25
4.80
2.80
13
0.04
1.90
33.40
27.95
34.60
48.40
16.30
3.00
9.25
6.25
4.60
2.60
14
0.05
0.73
34.20
33.00
35.40
130.80
13.00
1.90
9.25
6.25
4.40
2.60
15
0 05
0 24
13 00
95 95
40 60
229 50
11 25
1 61
9 25
6 25
4 40
2 40
.
.
.
.
.
.
.
.
.
.
.
.
16
0.05
0.63
49.65
44.80
41.80
198.80
9.75
1.32
9.00
6.00
4.20
2.20
17
0.05
0.83
70.00
37.60
40.60
89.90
7.75
1.22
8.75
6.00
4.00
2.00
18
0.05
2.60
25.85
39.40
34.20
63.60
7.00
1.02
8.50
6.00
4.00
2.00
19
0.05
1.51
15.50
26.90
27.25
49.65
5.80
0.93
8.25
6.00
3.80
2.00
20
0.04
0.63
10.25
22.70
19.30
32.20
5.20
0.73
8.00
6.00
3.80
2.00
21
0.04
0.24
5.20
20.20
12.50
26.20
4.80
0.63
8.25
5.80
3.60
2.00
22
0.44
0.15
8.75
14.25
6.00
23.75
5.00
0.54
8.00
5.80
3.60
2.00
23
0.05
1.32
35.80
7.00
5.80
21.40
4.40
0.54
7.75
5.60
3.60
2.00
24
0.04
0.93
38.80
31.80
5.60
16.60
4.00
1.51
7.50
5.60
3.60
2.00
25
0.04
0.34
25.15
331.25
4.40
14.25
4.60
0.93
7.00
5.20
3.60
2.00
26
0.04
0.63
9.50
96.90
7.00
10.50
4.40
3.20
7.00
5.20
3.60
1.90
27
0.04
1.02
5.20
55.50
47.80
6.75
4.00
4.00
7.00
5.20
3.60
1.90
28
0.03
1.51
4.00
38.20
56.80
5.60
4.20
1.61
7.00
5.00
3.60
1.90
29
0.04
0.73
8.00
30.60
51.60
5.40
5.20
1.51
7.00
4.80
1.90
30
0.03
0.54
8.50
94.15
41.20
5.20
6.50
1.51
7.00
4.80
1.90
31
0.83
158.00
31.00
5.60
7.00
4.80
4.00
----------
--------------
Total
4 14
28 73
516 50
1411 70
1128 30
1259 15
1256 95
82 11
220 57
188 30
123 80
80 90
6301 15 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
0.14
0.93
17.22
45.54
36.40
41.97
40.55
2.74
7.12
6.07
4.42
2.61
17.26 CMS
Max
0.73
2.60
86.50
331.25
73.20
229.50
326.00
5.40
10.25
7.50
5.40
4.00
331.25 CMS
Min
0.03
0.15
0.24
2.80
4.40
4.80
4.00
0.54
1.51
4.80
3.60
1.90
0.03 CMS
Runoff
0.36
2.48
44.63
121.97
97.49
108.79
108.60
7.09
19.06
16.27
10.70
6.99
544.42 MCM
438.70 CMS. at 12.13 m. (MSL.) at 12.00 Hours , on Jul 25 , 2014
Runoff Yield
71.34
1810.192
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak