Basic HTML Version
303
350
400
450
500
Flow ‐ CMS
Flow of Wang River (W.24)
at Ban Tha Phai
Water Year 2014
150
200
250
300
0
50
100
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
7.80
9.20
12.40
9.20
35.05
149.75
50.10
40.90
13.30
5.60
11.20
4.40
2
8.60
9.00
17.75
9.20
30.20
170.30
53.95
40.45
12.70
5.40
12.40
3.00
3
36.85
10.30
21.60
13.90
28.60
201.75
60.00
36.40
11.80
5.20
10.90
1.80
4
20.55
12.10
44.50
10.90
23.40
409.55
52.30
35.05
10.60
5.20
9.60
1.60
5
15.40
13.30
34.60
8.00
23.00
394.60
44.05
35.05
9.80
5.20
9.00
2.20
6
13.30
13.60
28.20
9.60
23.00
349.30
40.45
155.00
9.60
7.20
8.20
1.90
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
10.60
15.70
23.40
13.60
27.80
261.00
35.05
122.90
9.40
7.60
8.40
1.80
8
10.90
50.10
17.75
13.30
40.45
205.15
32.80
101.20
9.20
7.80
8.80
1.70
9
10.60
85.30
16.00
12.70
38.20
186.45
44.50
133.25
9.00
8.20
8.20
1.70
10
9.80
101.90
16.00
12.70
35.95
156.70
51.20
124.30
8.60
9.80
7.60
1.90
11
9.40
101.90
13.00
31.45
31.00
134.00
46.30
82.20
8.40
16.00
7.20
3.80
12
9.20
87.25
12.40
33.25
32.80
114.50
41.80
61.80
8.20
44.95
7.20
4.60
13
8.40
76.20
15.40
29.40
26.60
87.90
38.65
47.20
8.00
43.15
7.00
5.20
14
8.00
72.00
18.80
25.80
22.65
76.80
34.15
39.10
7.80
25.00
6.80
5.80
15
8 60
67 20
25 00
28 60
19 50
58 90
35 05
32 35
7 60
18 80
6 60
6 00
.
.
.
.
.
.
.
.
.
.
.
.
16
12.10
65.40
20.20
38.65
18.80
47.20
48.55
26.60
7.40
17.05
6.60
5.80
17
16.35
65.40
28.60
38.20
18.45
67.80
37.30
26.20
7.20
16.35
6.60
5.20
18
18.45
73.20
24.20
35.05
18.10
56.15
29.80
21.60
7.20
15.40
6.60
4.80
19
18.45
76.80
20.55
28.20
17.75
50.65
25.40
23.00
7.00
14.80
6.60
4.80
20
17.75
20.20
18.80
18.45
17.40
49.00
25.80
21.25
7.00
13.90
6.60
4.80
21
15.70
23.00
17.05
23.80
20.20
47.20
27.40
19.85
6.80
13.60
6.60
4.80
22
16.00
25.00
15.40
34.60
32.80
50.65
27.80
18.45
6.80
13.30
6.60
4.80
23
16.35
22.30
15.10
27.40
66.60
53.40
103.30
17.75
6.60
13.00
7.60
4.80
24
16.35
19.85
13.90
25.80
57.80
43.60
180.50
17.40
6.60
12.70
7.00
4.80
25
16.00
16.35
11.50
29.00
41.35
43.15
131.75
15.70
6.40
12.40
6.60
4.60
26
15.70
13.90
9.40
33.70
32.80
76.80
89.20
14.50
6.40
12.10
6.40
4.60
27
14.80
10.90
9.40
31.90
42.70
64.80
70.20
14.20
6.20
11.80
6.00
8.60
28
13.30
8.60
9.20
25.00
63.00
81.60
55.05
13.90
6.20
11.50
5.60
8.60
29
11.50
11.20
8.80
35.05
72.00
76.80
44.95
13.90
6.00
11.50
9.40
30
10.00
12.40
8.60
48.55
88.55
64.80
41.35
13.90
6.00
11.20
11.50
31
12.40
38.65
91.15
40.45
6.00
11.20
12.10
----------
--------------
Total
416 80
1201 95
547 50
773 60
1137 65
3830 25
1639 15
1365 35
249 80
426 90
214 50
151 40 11954 85 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
13.89
38.77
18.25
24.95
36.70
127.67
52.88
45.51
8.06
13.77
7.66
4.88
32.75 CMS
Max
36.85
101.90
44.50
48.55
91.15
409.55
180.50
155.00
13.30
44.95
12.40
12.10
409.55 CMS
Min
7.80
8.60
8.60
8.00
17.40
43.15
25.40
13.90
6.00
5.20
5.60
1.60
1.60 CMS
Runoff
36.01
103.85
47.30
66.84
98.29
330.93
141.62
117.97
21.58
36.88
18.53
13.08
1032.90 MCM
423.35 CMS. at 142.49 m. (MSL.) at 18.00 Hours , on Sep 4 , 2014
Runoff Yield
*****
*****
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak