Basic HTML Version
431
200
250
300
Flow ‐ CMS
Flow of Sakae Krang River (Ct.2A)
at Ban Hat Tanong
Water Year 2012
100
150
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
13.60
0.00
57.20
52.30
55.10
81.70
144.10
52.30
35.20
0.00
0.00
0.00
2
13.60
0.00
57.90
48.10
56.50
81.70
118.40
45.40
38.20
0.00
2.00
0.00
3
15.40
0.00
60.70
47.40
55.80
71.90
89.60
37.00
44.20
0.00
10.00
0.00
4
16.00
0.00
59.30
46.70
55.80
81.00
79.60
52.30
49.50
0.00
13.60
2.50
5
8.00
0.00
55.80
44.80
54.40
81.00
76.80
68.40
54.40
0.00
16.00
13.00
6
0.00
1.50
57.20
46.00
54.40
79.60
75.40
47.40
56.50
0.00
14.80
12.40
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
0.00
24.40
56.50
53.00
53.70
103.20
75.40
5.50
58.60
0.00
13.60
11.20
8
0.00
32.20
56.50
55.10
53.00
124.80
67.70
8.00
56.50
8.00
11.80
10.60
9
0.00
41.20
34.00
55.80
54.40
159.40
78.90
26.20
49.50
12.40
9.00
11.20
10
3.00
45.40
30.40
54.40
53.70
194.00
121.60
35.20
46.00
10.00
7.00
11.80
11
31.00
59.30
29.20
55.80
53.70
226.00
157.60
38.20
40.00
5.50
6.00
10.60
12
58.60
62.80
29.80
55.80
53.00
236.00
185.00
37.60
31.00
1.00
3.50
7.50
13
64.90
62.80
30.40
55.80
54.40
241.00
193.00
31.60
22.60
0.00
1.00
2.00
14
67.00
62.80
31.00
55.10
53.70
218.00
164.80
21.40
14.80
0.00
0.00
0.00
15
65 60
60 00
30 40
53 70
53 70
159 40
121 60
17 20
13 00
0 00
0 00
0 00
.
.
.
.
.
.
.
.
.
.
.
.
16
57.20
59.30
30.40
53.00
51.60
126.40
100.80
20.20
10.60
0.00
0.00
0.00
17
51.60
59.30
29.20
53.70
54.40
109.60
83.80
26.20
8.50
0.00
0.00
0.00
18
47.40
59.30
27.40
53.70
55.10
111.20
83.80
30.40
8.50
0.00
0.00
0.00
19
40.00
58.60
26.80
55.10
54.40
103.20
78.90
34.00
10.00
0.00
0.00
0.00
20
44.80
58.60
34.60
53.70
53.00
101.60
76.80
38.20
11.20
0.00
0.00
0.00
21
60.70
57.90
44.20
53.70
52.30
104.80
74.70
40.00
11.20
0.00
0.00
0.00
22
60.70
57.90
53.70
53.70
53.70
112.00
71.90
41.80
13.60
0.00
0.00
0.00
23
60.70
57.20
54.40
53.70
53.00
137.80
69.80
43.00
16.00
0.00
0.00
0.00
24
53.70
57.90
55.10
53.00
53.00
119.20
68.40
41.20
17.20
0.00
0.00
0.00
25
36.40
56.50
53.70
48.80
51.60
100.80
62.10
41.20
16.60
0.00
0.00
0.00
26
10.60
56.50
56.50
46.70
53.70
95.20
57.20
39.40
11.20
0.00
0.00
0.00
27
0.00
56.50
53.00
46.00
53.70
96.80
61.40
37.60
4.00
0.00
0.00
0.00
28
0.00
56.50
53.00
46.70
54.40
107.20
62.10
37.60
0.00
0.00
0.00
0.00
29
0.00
56.50
57.20
49.50
55.80
128.00
61.40
35.20
0.00
0.00
0.00
30
0.00
57.20
56.50
54.40
56.50
143.20
59.30
34.00
0.00
0.00
0.00
31
57.90
55.80
63.50
55.80
0.00
0.00
0.00
----------
--------------
Total
880 50
1376 00
1362 00
1611 00
1685 00
3835 70
2877 70
1063 70
748 60
36 90
108 30
92 80 15678 20 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
29.35
44.39
45.40
51.97
54.35
127.86
92.83
35.46
24.15
1.19
3.87
2.99
42.95 CMS
Max
67.00
62.80
60.70
55.80
63.50
241.00
193.00
68.40
58.60
12.40
16.00
13.00
241.00 CMS
Min
0.00
0.00
26.80
44.80
51.60
71.90
55.80
5.50
0.00
0.00
0.00
0.00
0.00 CMS
Runoff
76.08
118.89
117.68
139.19
145.58
331.40
248.63
91.90
64.68
3.19
9.36
8.02
1354.60 MCM
242.00 CMS. at 18.70 m. (MSL.) at 10.00 Hours , on Sep 13 , 2012
Runoff Yield
11.80
66.465
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak