Basic HTML Version
91
300
350
400
Flow ‐ CMS
Flow of Chi River (E.66A)
at Ban Muang Lat
Water Year 2012
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
44.40
64.00
213.08
60.80
21.56
233.84
272.74
73.40
11.56
11.31
7.67
2.40
2
33.20
80.20
195.92
60.24
25.88
222.44
265.00
53.00
12.53
11.56
7.43
2.40
3
27.60
47.60
203.72
69.20
26.96
233.02
251.06
47.60
15.20
11.80
7.19
2.40
4
42.00
16.66
206.84
59.68
32.00
198.26
249.42
40.40
21.27
12.53
6.70
2.40
5
47.60
4.80
196.70
63.60
41.88
212.30
271.88
25.60
28.40
13.99
6.21
2.40
6
47.60
3.80
188.12
66.40
46.04
257.62
280.48
24.80
33.20
14.23
5.73
2.40
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
61.00
16.17
182.90
60.80
48.12
291.66
293.38
46.00
29.20
14.23
5.24
2.40
8
85.30
80.96
174.50
51.76
45.00
315.92
300.26
73.40
24.80
13.99
4.50
1.40
9
117.66
132.84
175.20
45.52
56.44
350.24
318.56
66.00
24.00
13.74
3.90
0.17
10
122.28
143.40
182.20
38.76
65.84
361.68
338.80
39.60
22.40
13.50
3.50
0.13
11
112.20
127.56
177.30
38.76
66.96
359.04
352.00
42.80
21.03
13.26
2.90
0.12
12
94.20
105.22
166.80
74.80
84.88
351.12
352.00
39.60
20.06
13.01
2.60
0.11
13
56.00
87.86
143.40
64.16
92.82
337.04
342.32
29.20
19.81
13.01
2.50
0.11
14
51.00
88.48
125.58
51.76
63.04
319.44
324.72
22.80
21.03
13.01
2.50
0.10
15
67 00
89 72
132 18
52 28
42 92
309 76
301 12
21 51
19 33
13 26
2 50
0 10
.
.
.
.
.
.
.
.
.
.
.
.
16
50.00
103.36
134.16
50.72
37.20
299.40
278.76
22.00
18.60
13.50
2.50
0.10
17
54.00
82.64
138.12
48.12
47.08
295.10
266.72
21.76
19.33
13.50
2.40
0.11
18
21.51
72.00
132.18
45.00
70.88
286.50
258.44
21.03
20.06
13.74
2.40
0.10
19
37.20
75.36
111.42
43.44
80.96
272.74
254.34
20.79
18.84
12.77
2.40
0.09
20
32.40
78.72
94.06
45.00
65.84
258.44
250.24
20.79
17.39
12.29
2.40
0.08
21
24.40
74.80
76.48
38.76
61.36
251.06
245.32
20.79
16.41
12.04
2.40
0.06
22
33.20
63.04
74.24
32.00
78.72
239.58
232.20
21.27
15.69
11.80
2.50
0.07
23
24.40
52.80
84.32
30.20
55.92
237.94
192.80
21.27
14.71
11.07
2.50
0.06
24
19.33
65.28
80.96
29.12
45.00
239.58
179.40
20.79
13.26
10.34
2.50
0.06
25
22.40
90.34
79.28
27.68
37.72
254.34
164.70
18.60
11.31
9.86
2.50
0.05
26
20.54
90.34
76.48
26.24
58.00
251.88
142.08
16.41
12.77
9.37
2.50
0.04
27
18.36
151.40
82.64
22.28
86.00
252.70
132.18
15.44
13.26
8.64
2.40
0.04
28
48.40
182.90
78.72
23.00
102.74
255.98
119.64
12.29
13.01
8.16
2.40
0.05
29
99.60
217.76
72.56
25.88
144.72
265.00
103.98
11.31
12.29
8.16
0.05
30
61.00
233.84
68.08
22.64
222.44
269.30
88.48
12.04
11.80
7.91
0.04
31
228.10
20.84
246.14
89.10
11.56
7.91
0.03
----------
--------------
Total
1575 78
2951 95
4048 14
1389 44
2201 06
8282 92
7512 12
922 29
564 11
367 49
102 87
20 07 29938 24 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
52.53
95.22
134.94
44.82
71.00
276.10
242.33
30.74
18.20
11.85
3.67
0.65
82.02 CMS
Max
122.28
233.84
213.08
74.80
246.14
361.68
352.00
73.40
33.20
14.23
7.67
2.40
361.68 CMS
Min
18.36
3.80
68.08
20.84
21.56
198.26
88.48
11.31
11.31
7.91
2.40
0.03
0.03 CMS
Runoff
136.15
255.05
349.76
120.05
190.17
715.64
649.05
79.69
48.74
31.75
8.89
1.73
2586.66 MCM
366.06
Runoff Yield
2.57
11.483
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 134.66 m. (MSL), at 20.00 Hours, on Sep 11, 2012
Momentary Peak