Basic HTML Version
283
300
350
400
450
Flow ‐ CMS
Flow of Wang River (W.6A)
at Ban Sop Prap
Water Year 2014
150
200
250
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
8.48
5.61
12.30
10.80
21.40
34.00
93.30
31.90
8.07
8.89
8.07
0.60
2
13.30
9.80
13.30
11.30
22.10
146.00
71.05
32.60
7.25
10.80
5.20
0.60
3
17.72
8.89
17.15
11.30
24.90
386.00
43.35
33.30
6.43
11.30
4.70
0.48
4
18.29
7.25
34.85
17.15
27.70
174.75
51.95
34.85
5.61
11.80
4.45
0.60
5
18.29
5.61
24.20
17.72
31.20
143.20
50.15
38.25
4.95
9.80
3.95
0.84
6
18.29
7.66
21.40
18.86
32.60
196.45
55.75
45.90
4.70
7.66
3.95
1.08
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
18.29
9.30
20.00
20.70
37.40
214.50
55.75
44.20
4.45
5.61
3.45
1.08
8
18.29
12.30
19.43
25.60
36.55
209.55
54.80
43.35
3.95
4.20
3.45
1.65
9
18.29
15.44
18.29
35.70
34.85
243.60
45.05
41.65
4.20
3.45
2.25
3.95
10
18.29
16.58
17.72
24.20
33.30
120.25
38.25
39.10
3.45
4.20
0.72
4.95
11
18.86
17.15
18.86
22.10
31.90
143.20
38.25
35.70
3.20
5.20
0.60
6.02
12
18.86
17.72
18.29
22.10
28.40
270.80
36.55
32.60
2.95
6.84
0.72
6.84
13
18.86
18.29
18.86
21.40
22.10
303.10
34.85
28.40
2.70
8.48
1.35
6.84
14
18.86
18.29
19.43
20.70
20.70
282.20
33.30
22.10
2.55
12.80
2.40
4.95
15
18 86
18 86
20 00
20 00
259 80
33 30
20 70
2 55
16 58
2 55
2 25
18.86
.
.
.
.
.
.
.
.
.
.
.
16
18.86
19.43
18.29
21.40
22.80
238.20
32.60
19.43
2.40
14.30
3.45
1.80
17
18.86
23.50
17.72
22.10
24.90
219.45
31.20
18.29
2.40
14.87
4.20
1.50
18
18.86
27.70
17.15
21.40
27.00
202.95
31.20
17.15
2.25
15.44
5.20
1.08
19
18.86
29.80
16.58
20.70
28.40
185.60
30.50
16.01
2.25
16.01
6.84
0.72
20
18.86
32.60
15.44
20.70
31.20
167.00
31.90
14.87
2.10
13.80
8.07
0.60
21
18.86
34.00
14.30
22.80
44.20
148.80
34.85
13.80
1.95
7.25
7.66
0.36
22
18.86
34.00
13.30
27.00
74.20
130.25
35.70
12.80
1.80
17.72
7.25
0.12
23
18.86
29.80
12.30
36.55
55.75
111.70
34.00
11.80
1.65
18.86
6.02
0.00
24
18.86
25.60
10.80
31.20
56.70
95.60
34.00
11.30
1.50
17.15
3.95
0.12
25
18.86
24.20
8.89
27.70
46.75
81.55
33.30
10.80
1.50
16.01
1.35
2.40
26
18.86
22.80
8.07
27.00
45.90
69.05
33.30
10.30
1.35
14.30
0.84
5.61
27
19.43
21.40
5.61
26.30
44.20
70.00
32.60
9.80
1.35
13.30
0.84
6.02
28
20.00
20.70
4.45
24.90
43.35
75.25
32.60
9.80
1.35
11.80
0.84
12.30
29
21.40
18.29
4.20
23.50
40.80
79.45
31.90
9.30
1.20
10.80
12.30
30
18.29
15.44
3.95
22.10
37.40
84.70
31.90
8.89
1.20
10.30
10.80
31
12.80
20.70
34.00
31.20
1.50
10.30
8.48
----------
--------------
Total
548 41
580 81
463 99
695 68
1082 65
5086 95
1258 40
718 94
94 76
349 82
104 32
106 94 11091 67 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
18.28
18.74
15.47
22.44
34.92
169.57
40.59
23.96
3.06
11.28
3.73
3.45
30.39 CMS
Max
21.40
34.00
34.85
36.55
74.20
386.00
93.30
45.90
8.07
18.86
8.07
12.30
386.00 CMS
Min
8.48
5.61
3.95
10.80
20.00
34.00
30.50
8.89
1.20
3.45
0.60
0.00
0.00 CMS
Runoff
47.38
50.18
40.09
60.11
93.54
439.51
108.73
62.12
8.19
30.22
9.01
9.24
958.32 MCM
434.60 CMS. at 187.83 m. (MSL.) at 08.00 Hours , on Sep 3 , 2014
Runoff Yield
3.73
53.325
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak