Basic HTML Version
101
700
800
Flow ‐ CMS
Flow of Chi River (E.66A)
at Ban Muang Lat
Water Year 2013
300
400
500
600
0
100
200
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
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
--------------
1
0.60
0.60
1.40
3.40
59.36
65.60
508.00
628.60
37.60
102.96
10.20
10.60
2
0.60
0.80
1.20
2.00
52.80
60.80
518.00
615.64
32.26
104.08
14.60
12.20
3
0.40
0.40
1.20
0.00
94.56
48.40
525.00
605.92
40.00
101.84
29.00
15.80
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Discharge in Cubic Meter per Second , Water Year April 1, 2013 to March 31, 2014
MAR
FEB
JAN
NOV
DEC
OCT
SEP
APR
MAY
JUN
JUL
AUG
4
0.40
0.40
1.60
0.00
86.72
44.80
529.24
597.28
54.00
94.52
11.00
19.00
5
0.60
0.60
3.20
0.00
76.16
48.40
534.64
588.64
38.00
83.12
10.90
12.20
6
0.60
0.40
4.00
0.00
86.72
43.20
536.80
577.84
39.60
78.56
13.40
10.90
7
0.60
0.20
4.90
0.00
95.68
45.60
535.72
558.40
42.00
96.80
18.00
12.40
8
0.40
0.20
6.70
0.00
102.96
94.00
535.72
535.72
42.80
56.40
12.80
11.40
9
0.40
0.40
8.50
0.00
100.72
103.52
532.48
504.00
44.00
16.60
9.70
10.80
10
0.40
0.40
9.40
0.00
119.52
95.68
527.08
474.00
43.20
21.00
10.00
10.40
11
0.40
0.60
10.00
0.00
149.52
92.88
519.00
449.00
37.60
10.90
9.50
9.80
12
0.20
0.80
22.74
0.00
156.32
89.52
510.00
425.08
34.64
8.50
9.70
9.90
13
0.40
1.00
40.80
0.00
171.28
96.80
512.00
404.84
31.58
7.30
10.30
10.10
14
0.80
1.00
18.40
0.00
171.96
114.40
521.00
378.16
29.88
7.30
10.60
10.10
15
0.60
0.40
19.68
0.00
168.56
148.84
532.48
329.60
28.86
8.30
9.20
10.30
16
1.20
0.00
22.06
0.00
167.88
191.28
547.60
276.56
28.52
9.20
8.10
10.40
17
1.00
0.00
24.78
0.00
163.12
222.92
563.80
225.20
30.22
9.30
8.80
10.40
18
0.60
0.00
22.74
0.00
158.36
248.84
584.32
175.44
38.80
9.30
15.00
10.20
19
0.80
0.00
21.72
0.00
148.84
269.00
604.84
149.52
48.00
9.20
21.00
10.30
20
1.00
0.00
20.70
0.00
124.00
262.28
626.44
131.68
57.92
9.10
12.00
10.90
21
1.00
0.00
20.02
2.80
122.72
244.20
642.64
137.44
78.56
9.20
10.60
11.80
22
0.80
0.20
22.06
14.50
118.88
280.76
655.60
114.40
91.76
10.00
10.80
11.80
23
1.40
0.60
20.02
5.80
113.76
343.20
665.32
91.76
100.16
10.70
11.40
11.20
24
1.00
1.20
13.00
3.80
108.00
353.32
673.96
79.04
106.88
11.00
10.90
11.60
25
1.00
1.40
10.60
2.80
104.08
362.52
678.28
75.20
95.68
10.80
9.80
11.00
26
1.40
1.60
9.70
7.60
96.24
370.80
681.52
72.32
94.52
11.60
9.00
10.60
27
1.00
1.60
8.50
16.60
91.20
392.88
679.36
67.04
85.40
13.40
9.20
10.30
28
0.80
1.40
6.40
18.10
85.60
427.00
673.96
69.44
92.24
10.90
9.40
10.00
29
1.00
1.60
5.80
23.76
78.56
465.00
665.32
52.80
96.80
10.80
9.30
30
0 80
1 80
4 90
43 60
76 64
492 00
652 36
42 40
99 04
10 70
8 60
.
.
.
.
.
.
.
.
.
.
.
31
1.60
68.00
70.40
641.56
100.72
10.30
8.40
----------
--------------
Total
22.20
21.20
386.72
212.76
3521.12
6118.44 18114.04
9432.96
1821.24
963.68
334.90
342.70 41291.96 CMSDAY
Mean
0.74
0.68
12.89
6.86
113.58
203.95
584.32
314.43
58.75
31.09
11.96
11.05
113.13 CMS
Max
1.40
1.80
40.80
68.00
171.96
492.00
681.52
628.60
106.88
104.08
29.00
19.00
681.52 CMS
Min
0.20
0.00
1.20
0.00
52.80
43.20
508.00
42.40
28.52
7.30
8.10
8.40
0.00 CMS
Runoff
1.92
1.83
33.41
18.38
304.23
528.63
1565.05
815.01
157.36
83.26
28.94
29.61
3567.63 MCM
682.60
Runoff Yield
3.55
21.412
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
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CMS, at 137.95 m. (MSL.), at 12.00 Hours, on Oct 26, 2013
Momentary Peak