Basic HTML Version
285
600
700
800
Flow ‐ CMS
Flow of Wang River (W.24)
at Ban Tha Phai
Water Year 2012
200
300
400
500
0
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
9.90
1.80
77.60
23.90
37.00
67.75
120.05
65.50
61.75
76.80
10.20
7.20
2
11.10
1.70
66.25
20.90
31.00
56.50
114.10
85.60
55.75
78.40
11.70
6.00
3
11.70
1.80
55.75
20.90
23.60
50.50
124.30
80.80
39.00
76.80
14.40
6.30
4
12.00
2.20
68.50
19.20
23.30
39.00
142.15
74.50
32.00
75.25
21.20
5.80
5
12.00
4.40
70.00
17.60
21.80
185.30
148.40
86.40
25.40
73.75
20.30
5.20
6
9.00
11.40
68.50
15.60
20.90
424.15
228.30
106.45
26.00
16.80
21.50
4.80
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
9.30
96.25
109.85
31.00
20.60
298.00
331.00
94.55
25.40
73.75
21.50
4.80
8
10.80
154.70
118.35
37.00
20.60
244.00
335.10
80.80
24.20
73.00
20.90
5.60
9
11.10
235.00
114.95
42.00
20.30
374.70
240.00
67.00
22.70
72.25
20.60
6.90
10
8.70
157.40
188.90
45.00
20.30
562.83
185.30
58.00
20.90
72.25
20.00
7.80
11
6.30
135.35
245.00
46.75
22.40
531.40
153.80
49.75
20.30
71.50
18.00
11.40
12
6.00
90.40
195.20
47.50
34.00
473.60
132.80
46.00
19.60
73.75
11.70
13.60
13
6.00
60.25
137.90
48.25
36.00
394.50
117.50
43.00
18.00
76.80
10.50
13.60
14
5.80
48.25
104.75
35.00
27.00
323.00
109.85
65.50
17.20
81.60
7.80
13.60
15
7 50
32 00
85 60
24 80
23 60
315 00
102 20
37 00
16 40
87 20
6 90
13 60
.
.
.
.
.
.
.
.
.
.
.
.
16
9.00
24.80
70.75
22.10
20.60
535.50
100.50
37.00
16.00
18.40
6.60
12.80
17
10.50
23.90
64.00
20.90
19.20
658.50
91.20
35.00
15.60
14.40
5.80
11.10
18
10.80
35.00
57.25
20.90
18.00
676.27
82.40
32.00
12.80
17.20
5.40
9.00
19
10.50
46.75
49.00
19.60
16.40
510.40
78.40
31.00
12.40
20.00
6.00
7.80
20
10.20
49.00
42.00
17.20
16.40
299.00
75.25
31.00
12.00
20.60
7.20
6.90
21
9.90
48.25
37.00
15.20
14.80
234.00
73.00
33.00
11.70
22.10
6.60
6.30
22
9.00
42.00
30.00
18.80
14.00
187.10
69.25
27.00
11.70
23.00
8.10
5.80
23
7.80
32.00
26.00
20.60
65.50
163.70
64.00
23.30
11.40
24.50
9.30
5.40
24
6.90
25.70
23.90
20.30
97.95
141.30
59.50
21.50
11.40
23.30
11.10
4.80
25
6.00
24.80
22.70
20.30
70.00
127.70
58.00
34.00
11.10
16.00
11.40
4.40
26
5.60
26.00
21.80
24.20
54.25
120.90
56.50
26.00
10.80
16.80
10.50
4.20
27
5.60
55.75
21.50
46.75
46.00
121.75
53.50
40.00
10.20
14.80
9.60
3.80
28
5.40
64.00
21.50
49.75
54.25
116.65
50.50
39.00
11.10
12.40
8.40
4.40
29
4.00
63.25
22.70
37.00
96.25
112.40
48.25
38.00
11.40
9.60
3.60
30
2.40
74.50
25.70
42.00
119.20
120.90
48.25
49.75
11.10
8.70
5.40
31
94.55
47.50
78.40
48.25
11.10
8.40
9.00
----------
--------------
Total
250 80
1763 15
2242 90
918 50
1183 60
8466 30
3641 60
1538 40
616 40
1350 10
343 20
230 90 22545 85 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
8.36
56.88
74.76
29.63
38.18
282.21
117.47
51.28
19.88
43.55
12.26
7.45
61.77 CMS
Max
12.00
235.00
245.00
49.75
119.20
676.27
335.10
106.45
61.75
87.20
21.50
13.60
676.27 CMS
Min
2.40
1.70
21.50
15.20
14.00
39.00
48.25
21.50
10.20
8.40
5.40
3.60
1.70 CMS
Runoff
21.67
152.34
193.79
79.36
102.26
731.49
314.63
132.92
53.26
116.65
29.65
19.95
1947.96 MCM
679.00 CMS. at 143.80 m. (MSL.) at 12.00 Hours , on Sep 18 , 2012
Runoff Yield
*****
*****
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak