Basic HTML Version
685
250
300
350
Flow ‐ CMS
Flow of Khlong U ‐ Taphao (X.173A)
at Ban Muang Kong
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
8.80
5.60
6.20
2.25
2.25
6.30
26.13
73.27
18.37
54.00
6.70
1.65
2
14.50
2.62
7.00
2.62
2.70
3.10
28.00
59.60
16.12
49.75
6.40
1.50
3
8.80
1.80
6.60
2.62
2.78
2.55
29.95
45.50
17.00
42.28
6.10
1.50
4
10.50
5.50
9.50
2.40
2.62
2.32
34.60
36.10
24.62
36.55
5.90
1.50
5
11.90
6.80
9.60
2.32
2.55
1.43
36.25
38.95
23.25
32.65
6.10
1.50
6
12.00
4.40
7.30
2.32
2.47
1.27
41.58
47.30
28.60
29.20
5.90
2.25
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
10.00
4.60
4.50
2.32
2.62
1.27
56.75
51.78
29.35
26.25
5.20
1.87
8
6.00
6.40
2.85
2.40
2.55
1.27
61.22
59.92
32.35
25.13
4.90
1.87
9
6.50
4.00
2.25
2.40
2.85
1.35
55.50
75.83
36.25
25.13
4.60
3.50
10
6.70
2.70
1.50
4.40
3.30
1.50
48.85
75.83
30.10
23.75
4.20
3.50
11
7.70
3.20
1.50
3.40
2.70
2.55
41.22
67.33
16.25
21.25
4.00
3.30
12
6.90
2.25
1.13
5.60
2.92
3.50
38.50
68.60
11.60
19.50
3.80
3.30
13
4.10
1.95
1.73
5.30
5.20
3.30
43.15
53.75
10.10
17.87
3.60
3.80
14
2.78
1.50
2.85
2.78
4.00
4.50
56.75
47.10
9.90
16.50
3.30
3.50
15
1 87
1 95
2 25
2 70
3 00
4 50
53 50
44 30
17 62
15 25
3 20
3 50
.
.
.
.
.
.
.
.
.
.
.
.
16
2.62
1.87
3.00
2.78
2.92
5.20
66.47
39.10
20.38
14.00
3.00
3.30
17
5.00
2.47
3.30
2.40
2.62
10.40
85.75
29.65
84.18
13.13
3.00
3.30
18
6.00
2.55
3.00
2.40
1.50
10.90
81.55
21.75
247.00
12.60
2.92
3.00
19
9.40
1.87
3.00
2.32
1.95
8.10
69.45
19.12
245.25
11.80
2.70
3.00
20
8.70
1.87
2.85
1.87
2.25
4.10
52.75
17.25
151.62
11.10
2.62
3.00
21
4.30
4.00
2.62
2.10
2.32
2.32
40.00
15.75
119.25
10.70
2.55
2.85
22
2.40
3.70
2.25
1.87
2.32
2.03
30.70
14.37
204.30
10.30
2.47
2.85
23
1.95
3.20
2.25
1.87
1.73
1.87
25.75
38.80
266.25
9.80
2.47
3.50
24
1.35
1.87
2.25
1.73
1.95
1.95
26.37
137.00
248.75
9.30
2.32
3.20
25
1.13
1.50
2.25
1.73
4.60
3.10
32.35
110.25
163.55
8.90
2.17
3.00
26
1.95
1.35
2.62
1.87
6.50
10.50
31.45
74.55
120.85
8.70
2.10
3.00
27
4.50
1.27
2.25
2.62
5.60
15.25
50.88
53.25
101.50
8.20
2.03
3.00
28
3.80
1.05
2.17
2.92
10.00
12.40
87.33
49.30
95.90
7.90
1.87
3.00
29
2.17
1.05
2.17
2.62
9.60
27.75
76.25
34.45
80.07
7.70
2.85
30
3.00
1.20
2.10
2.47
6.20
23.38
78.80
22.88
69.87
7.30
2.85
31
2.40
2.55
3.80
69.03
59.92
6.90
2.85
----------
--------------
Total
177 32
88 49
104 84
81 95
110 37
179 96
1556 83
1522 63
2600 12
593 39
106 12
86 59
7208 61 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
5.91
2.85
3.49
2.64
3.56
6.00
50.22
50.75
83.87
19.14
3.79
2.79
19.75 CMS
Max
14.50
6.80
9.60
5.60
10.00
27.75
87.33
137.00
266.25
54.00
6.70
3.80
266.25 CMS
Min
1.13
1.05
1.13
1.73
1.50
1.27
25.75
14.37
9.90
6.90
1.87
1.50
1.05 CMS
Runoff
15.32
7.65
9.06
7.08
9.54
15.55
134.51
131.56
224.65
51.27
9.17
7.48
622.82 MCM
317.75 CMS. at 16.19 m. (MSL.) at 22.00 Hours , on Dec 18 , 2014
Runoff Yield
18.58
298.665
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak