Basic HTML Version
167
500
600
700
Flow ? CMS
Flow of Huai Khayung (M.176)
at Ban Non Si Khlai
Water Year 2011
200
300
400
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
2.00
5.94
32.20
11.26
21.10
105.10
196.76
171.30
21.90
2.00
2.77
1.65
2
1.60
5.50
23.10
21.50
21.10
115.30
185.88
163.80
16.07
2.21
2.00
1.60
3
1.30
6.16
20.70
16.98
25.10
125.24
182.40
151.90
12.69
2.77
1.70
1.60
4
1.00
5.94
17.90
15.42
28.68
134.30
187.16
143.65
8.80
2.91
1.55
1.60
5
0.85
5.83
15.94
13.86
29.38
137.60
192.92
138.70
6.05
2.77
1.45
1.55
6
1.00
5.50
14.38
11.91
26.50
138.15
194.20
132.10
4.59
2.77
1.30
1.55
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
1.15
4.87
18.10
9.35
21.90
146.95
189.08
127.15
3.89
2.70
1.20
1.50
8
0.80
4.80
15.55
6.93
38.07
158.70
175.80
123.46
3.40
2.28
1.20
1.55
9
0.60
4.73
14.12
5.29
58.59
170.40
170.40
119.38
3.05
2.07
1.20
1.20
10
0.55
3.96
15.94
4.31
74.52
188.12
154.50
115.30
2.70
1.95
1.10
0.40
11
0.50
3.12
22.90
4.31
86.28
208.40
155.40
110.46
2.28
1.85
1.05
0.50
12
0.25
2.56
27.30
3.40
87.02
250.00
165.60
106.12
2.07
1.70
1.00
0.65
13
0.40
2.28
21.90
5.61
79.42
385.80
181.20
100.26
2.00
1.60
0.85
0.60
14
0.55
1.80
23.70
10.34
72.32
458.40
186.20
97.30
1.85
1.45
0.75
0.90
15
0 80
2 14
32 91
17 11
66 43
448 20
191 96
92 89
1 75
1 25
0 65
1 30
.
.
.
.
.
.
.
.
.
.
.
.
16
0.60
2.49
31.03
25.70
65.45
445.65
214.00
88.98
1.60
1.10
0.60
1.65
17
1.00
3.75
27.97
28.91
78.44
418.00
243.20
83.09
1.50
1.00
0.55
1.80
18
1.45
5.43
18.50
27.97
78.93
377.00
292.00
80.16
1.55
1.05
0.70
1.90
19
3.47
8.14
15.68
22.50
92.16
317.60
418.00
75.25
1.50
1.05
1.00
2.00
20
4.45
7.37
17.11
15.16
99.02
253.20
629.60
71.09
1.50
1.00
0.95
2.49
21
4.10
7.48
23.10
12.69
109.18
215.00
663.80
66.93
1.55
1.25
0.95
2.63
22
3.47
6.71
29.38
12.17
116.32
199.00
610.40
62.02
1.55
1.55
0.95
2.56
23
2.70
5.72
31.49
11.78
118.87
208.40
558.20
58.59
1.65
1.55
0.95
1.90
24
1.95
5.72
29.85
10.89
113.51
213.00
506.85
53.70
1.60
1.45
0.90
1.60
25
1.50
11.26
25.70
10.23
102.55
214.50
458.40
49.36
1.55
1.40
0.95
1.40
26
1.30
31.97
17.37
11.26
92.16
215.50
400.50
45.59
1.50
1.25
1.10
1.25
27
1.25
48.65
13.08
14.25
97.80
216.50
296.80
39.95
1.45
1.10
1.40
1.40
28
1.65
43.01
10.89
19.50
101.02
220.50
236.20
35.02
1.40
1.20
1.70
1.80
29
2.70
37.14
8.03
26.10
106.63
218.00
213.00
31.26
1.35
1.45
1.80
1.90
30
4.73
28.20
8.03
33.84
109.18
208.00
198.36
27.97
1.90
1.30
1.55
31
30.55
25.90
103.57
180.60
2.14
1.25
0.85
----------
--------------
Total
49 67
348 72
623 85
466 43
2321 20
7110 51
8829 37
2762 73
118 38
52 23
34 27
46 83 22764 19 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.66
11.25
20.80
15.05
74.88
237.02
284.82
92.09
3.82
1.68
1.18
1.51
62.20 CMS
Max
4.73
48.65
32.91
33.84
118.87
458.40
663.80
171.30
21.90
2.91
2.77
2.63
663.80 CMS
Min
0.25
1.80
8.03
3.40
21.10
105.10
154.50
27.97
1.35
1.00
0.55
0.40
0.25 CMS
Runoff
4.29
30.13
53.90
40.30
200.55
614.35
762.86
238.70
10.23
4.51
2.96
4.05
1966.83 MCM
667.60
Runoff Yield
19.86
213.223
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 122.22 m. (MSL), at 06.00 Hours, on Oct 21, 2011
Momentary Peak