Basic HTML Version
101
400
500
600
Flow ‐ CMS
Flow of Chi River (E.66A)
at Ban Muang Lat
Water Year 2014
200
300
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
16.00
87.00
6.00
5.80
59.50
324.00
320.00
63.00
30.50
5.30
9.20
13.30
2
17.20
133.50
6.00
19.20
60.20
350.00
265.80
56.00
31.00
5.30
8.80
10.30
3
20.00
101.60
6.70
17.60
60.90
419.40
231.00
50.00
29.50
5.30
8.20
8.60
4
30.50
85.00
10.60
6.90
52.40
473.30
215.80
37.00
27.60
5.20
8.20
8.20
5
33.00
79.00
9.20
4.80
35.00
483.20
198.20
21.20
27.20
5.10
8.20
8.40
6
35.50
57.40
10.30
7.30
29.00
467.80
172.90
31.00
26.00
4.90
8.40
10.60
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
36.50
61.60
16.80
9.40
24.00
442.50
156.80
58.80
24.40
4.40
9.20
13.00
8
47.00
35.50
10.30
18.40
19.60
395.20
148.40
50.00
22.80
4.20
9.80
13.90
9
38.60
29.00
8.20
13.90
16.40
331.00
128.10
39.20
22.00
4.20
11.20
12.40
10
27.20
28.00
8.20
14.20
12.70
273.00
123.20
39.20
18.80
4.20
11.80
11.20
11
24.80
28.50
8.00
3.60
8.60
295.00
115.50
51.20
12.10
4.20
11.80
9.60
12
24.00
28.00
7.60
2.50
4.70
360.00
98.20
38.60
9.40
4.20
11.80
8.80
13
24.80
26.00
6.70
3.15
2.75
343.00
71.80
39.20
9.00
4.10
11.80
7.90
14
25.60
25.60
5.70
4.30
1.90
316.00
66.50
45.20
8.40
3.90
11.80
8.20
15
25 60
29 00
4 60
7 00
2 35
281 10
61 00
48 20
7 70
3 90
10 90
13 00
.
.
.
.
.
.
.
.
.
.
.
.
16
26.40
35.00
3.70
14.50
3.45
243.00
43.50
50.60
7.20
3.90
9.20
20.00
17
36.00
26.40
3.15
16.40
3.70
217.40
7.60
51.20
7.00
3.90
10.30
23.60
18
55.40
25.20
2.95
13.00
4.20
196.60
7.70
48.20
6.70
3.90
14.50
22.80
19
47.00
26.40
3.70
29.00
6.30
172.20
10.30
45.20
6.40
4.60
15.10
20.80
20
39.20
21.20
5.30
63.00
8.60
161.00
15.70
43.40
6.40
7.20
15.70
16.40
21
32.50
16.40
7.00
70.20
10.60
154.00
14.80
41.60
6.40
11.50
15.10
13.60
22
31.50
31.00
6.30
58.10
11.80
154.00
17.20
39.80
6.40
15.40
14.50
14.50
23
31.50
24.00
3.70
87.00
8.40
175.00
45.80
38.00
6.20
16.00
14.50
16.80
24
22.80
14.80
2.45
84.00
49.50
161.70
41.00
36.50
6.10
16.40
14.50
16.40
25
14.20
12.70
1.70
101.60
62.00
242.20
40.40
35.00
6.10
16.40
14.20
15.10
26
12.10
10.00
2.55
77.00
107.80
357.00
86.00
33.50
5.30
16.80
13.60
15.70
27
16.40
6.90
3.45
127.70
157.50
474.40
113.60
32.00
4.80
17.60
13.60
15.10
28
31.50
6.80
3.35
101.60
200.60
511.80
107.60
32.00
4.40
18.40
13.60
14.20
29
32.50
6.70
3.15
98.00
251.00
433.70
88.00
34.50
4.20
17.20
13.30
30
51.20
6.40
3.45
87.00
283.00
363.00
99.20
32.50
4.20
13.30
12.70
31
6.00
66.60
308.00
80.00
4.20
13.00
13.60
----------
--------------
Total
906 50
1110 60
180 80
1232 75
1866 45
9571 50
3191 60
1261 80
398 40
263 90
329 50
422 00 20735 80 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
30.22
35.83
6.03
39.77
60.21
319.05
102.95
42.06
12.85
8.51
11.77
13.61
56.81 CMS
Max
55.40
133.50
16.80
127.70
308.00
511.80
320.00
63.00
31.00
18.40
15.70
23.60
511.80 CMS
Min
12.10
6.00
1.70
2.50
1.90
154.00
7.60
21.20
4.20
3.90
8.20
7.90
1.70 CMS
Runoff
78.32
95.96
15.62
106.51
161.26
826.98
275.75
109.02
34.42
22.80
28.47
36.46
1791.57 MCM
527.20
Runoff Yield
1.78
16.538
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 135.82 m. (MSL.), at 06.00 Hours, on Sep 28, 2014
Momentary Peak