Basic HTML Version
279
300
350
400
Flow ‐ CMS
Flow of Wang River (W.4A)
at Ban Wang Man
Water Year 2014
100
150
200
250
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
3.80
7.90
12.40
6.00
38.50
137.75
50.65
38.95
13.00
3.40
8.20
3.00
2
4.20
7.90
10.90
7.30
30.85
159.20
52.90
38.50
12.10
3.20
7.30
1.95
3
10.00
7.30
12.40
8.50
27.00
178.25
53.80
37.15
11.20
3.00
7.00
0.75
4
25.95
7.00
12.40
14.05
24.90
303.90
47.95
34.45
8.80
2.70
6.60
0.60
5
15.45
7.00
36.25
9.10
23.85
333.00
38.95
33.30
6.60
2.55
6.40
1.05
6
13.00
8.20
26.30
10.30
23.85
314.80
34.00
89.25
11.50
5.00
6.20
0.90
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
8.20
8.20
20.35
9.70
24.55
257.60
31.55
224.80
7.60
5.40
6.00
0.75
8
7.00
10.90
16.85
9.70
27.00
211.25
38.95
104.60
6.40
5.60
5.80
0.60
9
6.60
60.10
14.75
11.20
40.30
185.75
47.50
102.80
6.20
5.80
5.00
0.60
10
7.00
72.00
15.80
12.70
40.75
164.40
45.70
140.35
6.20
7.90
4.20
0.75
11
7.30
47.50
12.70
16.50
32.95
137.10
39.40
98.60
6.20
10.90
3.60
2.25
12
7.30
34.90
11.20
31.55
29.10
119.00
36.70
75.00
6.00
15.80
3.40
2.85
13
7.00
25.60
11.80
33.30
27.00
111.20
33.30
49.30
5.60
46.15
3.20
3.60
14
6.40
21.40
16.15
25.25
24.55
84.85
32.60
39.40
5.40
29.10
2.85
4.20
15
5 60
18 25
21 40
27 70
22 10
63 50
47 95
31 90
5 20
22 45
2 55
4 40
.
.
.
.
.
.
.
.
.
.
.
.
16
6.00
17.20
24.20
30.50
20.00
48.85
39.40
30.15
5.00
20.00
2.25
4.00
17
9.70
20.35
24.55
32.25
21.05
57.85
31.90
27.35
4.80
17.20
2.10
3.80
18
13.70
21.75
28.05
22.80
20.35
55.60
29.10
24.90
4.60
14.75
2.10
3.20
19
15.45
25.60
24.55
20.70
20.00
48.85
28.05
23.85
4.40
13.70
2.10
2.25
20
15.80
23.15
19.65
18.25
18.95
47.95
26.30
22.45
4.20
12.40
3.80
1.80
21
12.10
23.85
17.90
14.75
17.90
44.35
25.95
21.05
4.00
11.50
3.80
1.50
22
11.50
24.90
16.15
13.70
22.80
43.90
28.75
19.65
4.00
10.30
4.80
1.80
23
13.00
25.25
14.05
28.40
21.75
51.10
64.00
18.60
3.80
7.60
5.40
2.10
24
13.00
19.65
14.40
27.35
62.00
45.70
153.35
17.55
4.00
6.80
5.00
2.10
25
14.75
13.70
11.20
28.05
50.20
36.25
148.15
16.15
4.00
5.80
5.00
2.55
26
14.40
13.00
10.00
29.45
33.30
56.50
87.60
15.10
4.00
5.00
4.80
2.70
27
10.90
12.40
8.50
31.20
31.90
53.35
81.00
13.00
3.80
4.60
4.60
2.85
28
9.40
7.90
6.80
26.65
32.60
83.75
57.40
11.80
3.80
4.60
3.00
5.80
29
8.50
5.40
6.40
27.70
71.00
81.55
47.95
13.35
3.80
8.80
6.40
30
8.80
4.20
6.20
35.35
29.80
66.50
41.65
13.00
3.60
8.80
7.30
31
3.20
52.00
74.00
39.40
3.60
9.10
7.90
----------
--------------
Total
311 80
605 65
484 25
671 95
984 85
3583 60
1561 85
1426 30
183 40
329 90
127 05
86 30 10356 90 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
10.39
19.54
16.14
21.68
31.77
119.45
50.38
47.54
5.92
10.64
4.54
2.78
28.38 CMS
Max
25.95
72.00
36.25
52.00
74.00
333.00
153.35
224.80
13.00
46.15
8.20
7.90
333.00 CMS
Min
3.80
3.20
6.20
6.00
17.90
36.25
25.95
11.80
3.60
2.55
2.10
0.60
0.60 CMS
Runoff
26.94
52.33
41.84
58.06
85.09
309.62
134.94
123.23
15.85
28.50
10.98
7.46
894.84 MCM
342.30 CMS. at 135.81 m. (MSL.) at 18.00 Hours , on Sep 4 , 2014
Runoff Yield
2.72
32.790
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak