Basic HTML Version
299
450
500
Flow ‐ CMS
Flow of Wang River (W.24)
at Ban Tha Phai
Water Year 2014
200
250
300
350
400
0
50
100
150
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
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
--------------
1
7.20
6.40
12.50
6.80
14.00
26.00
155.00
84.40
21.60
6.60
9.50
3.85
2
7.80
7.60
7.40
7.00
21.20
34.95
141.70
91.60
44.00
6.60
7.60
3.85
3
7.60
7.00
5.80
7.00
22.40
64.50
138.40
84.40
44.00
6.80
6.60
3.70
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Discharge in Cubic Meter per Second , Water Year April 1, 2013 to March 31, 2014
MAR
FEB
JAN
NOV
DEC
OCT
SEP
APR
MAY
JUN
JUL
AUG
4
6.80
7.00
4.80
6.80
20.80
55.50
130.60
77.80
35.40
8.90
5.20
3.70
5
5.80
7.20
4.80
6.60
23.20
40.50
167.60
65.50
30.00
11.90
4.60
3.55
6
4.80
9.50
3.40
6.00
21.20
30.45
128.00
60.50
28.00
11.90
4.80
3.40
7
4.40
9.50
4.00
5.40
21.20
24.40
91.60
54.50
24.80
11.30
4.20
3.10
8
4.00
7.60
4.60
5.80
25.60
30.45
129.95
49.00
22.00
11.60
4.20
2.95
9
3.70
7.20
4.20
3.70
20.40
44.50
89.90
45.00
20.80
13.70
4.20
2.95
10
3.25
6.80
4.00
3.25
35.85
60.00
68.50
40.50
18.80
22.40
4.20
5.00
11
2.80
6.80
3.85
4.00
44.50
91.00
58.00
34.95
17.20
8.30
4.40
5.60
12
2.50
7.40
3.70
6.60
78.35
135.15
51.50
32.70
16.40
8.30
12.50
5.80
13
3.55
5.80
3.10
12.20
150.10
128.65
45.50
31.80
14.80
10.10
10.70
6.40
14
5.80
12.20
3.10
11.90
122.15
141.00
41.50
32.70
14.00
8.60
7.60
6.80
15
7.20
13.10
3.10
12.80
78.90
123.45
37.65
34.05
20.40
7.80
5.80
6.60
16
7.80
16.00
3.10
9.80
55.50
101.80
22.80
32.25
26.00
7.20
6.00
6.20
17
8.60
14.80
2.95
8.60
41.00
83.30
30.90
35.40
18.80
7.20
6.00
5.60
18
11.30
11.90
5.40
8.00
33.15
80.00
33.60
35.40
17.60
7.20
6.20
4.80
19
13.70
11.30
3.70
7.20
28.40
72.30
110.20
34.95
18.40
7.20
7.60
4.00
20
10.70
12.50
3.25
6.80
24.00
69.55
452.20
31.35
19.60
7.40
7.40
7.00
21
7.20
16.00
3.10
5.80
20.40
82.75
472.75
37.20
18.80
7.40
6.80
9.80
22
6.00
11.30
2.95
5.00
18.40
76.15
339.50
39.00
17.20
7.20
6.40
6.80
23
5.40
14.00
2.65
4.20
16.40
58.50
392.70
47.50
16.40
7.20
5.60
6.80
24
6.00
16.00
2.65
3.85
40.00
53.50
418.80
47.00
13.40
7.40
4.80
6.20
25
7.00
11.90
2.50
3.40
63.00
48.00
284.00
40.00
12.80
7.80
4.40
5.40
26
7.80
10.10
2.35
3.25
58.50
54.00
232.30
35.40
11.00
7.60
4.00
4.20
27
7.00
8.90
2.80
3.40
49.00
56.50
198.60
32.70
10.40
7.40
3.85
4.00
28
5.80
11.30
4.00
13.10
40.00
152.90
150.10
30.90
9.50
6.00
3.85
3.85
29
5.00
7.00
4.80
16.40
36.30
212.20
115.65
29.20
7.00
8.30
3.70
30
5 60
6 40
7 80
13 40
30 45
204 20
88 25
26 80
6 80
10 40
3 55
.
.
.
.
.
.
.
.
.
.
.
31
10.40
12.80
29.20
79.45
6.80
11.90
3.40
----------
--------------
Total
192.10
310.90
126.35
230.85
1283.55
2436.15
4897.20
1354.45
602.70
279.60
169.00
152.55 12035.40 CMSDAY
Mean
6.40
10.03
4.21
7.45
41.40
81.21
157.97
45.15
19.44
9.02
6.04
4.92
32.97 CMS
Max
13.70
16.00
12.50
16.40
150.10
212.20
472.75
91.60
44.00
22.40
12.50
9.80
472.75 CMS
Min
2.50
5.80
2.35
3.25
14.00
24.40
22.80
26.80
6.80
6.00
3.85
2.95
2.35 CMS
Runoff
16.60
26.86
10.92
19.95
110.90
210.48
423.12
117.02
52.07
24.16
14.60
13.18
1039.86 MCM
506.00 CMS. at 143.08 m. (MSL.) at 18.00 Hours , on Oct 20 , 2013
Runoff Yield
*****
*****
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
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Momentary Peak