Basic HTML Version
245
120
140
160
180
Flow ? CMS
Flow of Nam Mae Kuang (P.81)
at Ban Pong
Water Year 2011
60
80
100
0
20
40
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
3.06
11.50
6.87
17.76
101.88
40.90
145.92
24.79
3.62
2.18
5.70
7.25
2
3.06
18.32
5.70
9.50
160.80
35.14
139.55
21.83
2.98
2.18
5.20
7.50
3
3.06
28.83
6.00
8.63
161.65
34.67
134.02
20.35
3.06
2.50
8.88
8.37
4
3.06
36.34
7.25
25.71
150.60
34.00
123.82
18.50
3.78
2.90
7.50
9.25
5
2.82
36.34
25.71
18.13
137.85
51.93
107.25
17.02
5.00
2.82
6.40
8.88
6
3.06
31.07
47.53
12.33
98.13
81.35
80.67
16.65
5.80
3.14
5.40
7.62
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
3.22
38.74
42.58
7.62
66.37
127.22
57.60
15.91
5.50
2.50
4.70
6.40
8
3.78
35.86
29.95
7.62
52.20
146.35
45.05
15.72
4.80
2.90
4.80
5.70
9
4.90
35.86
16.46
10.88
46.97
130.20
32.43
15.35
2.90
2.42
5.20
5.50
10
9.00
31.07
9.75
10.50
44.50
96.62
32.43
14.99
3.14
3.14
5.30
5.50
11
9.75
35.86
6.40
10.13
43.78
81.00
30.85
13.48
3.06
3.06
5.50
5.20
12
7.88
24.60
4.90
8.00
65.73
69.95
29.05
13.48
3.06
3.14
5.60
4.70
13
6.87
14.47
5.10
7.13
86.25
69.30
26.57
12.99
2.82
3.78
5.70
4.60
14
7.50
10.63
4.60
9.50
95.88
91.75
26.35
11.13
2.26
5.10
5.60
4.26
15
7 62
11 99
3 86
20 17
86 60
109 37
22 57
9 12
2 26
8 75
6 40
6 20
.
.
.
.
.
.
.
.
.
.
.
.
16
7.25
12.66
3.78
46.43
101.88
114.47
24.05
8.50
2.04
12.66
6.75
10.38
17
6.87
19.79
3.86
41.38
94.38
94.75
39.46
7.75
1.56
10.38
6.63
10.63
18
6.63
24.42
6.20
22.75
113.20
63.12
39.46
6.40
1.74
8.88
6.40
7.62
19
4.42
18.32
5.00
13.81
134.45
47.80
43.30
5.20
2.26
6.50
6.75
6.50
20
4.90
16.10
3.70
9.38
153.58
52.20
36.82
3.30
2.04
3.38
6.75
6.20
21
5.20
11.25
3.54
7.38
148.05
48.90
31.07
2.34
1.62
3.06
6.75
6.00
22
5.20
7.75
3.70
7.88
134.88
48.35
27.48
2.26
1.62
3.22
6.40
5.70
23
5.60
4.70
2.82
8.13
107.25
60.00
23.68
2.10
1.74
4.80
5.90
5.90
24
5.70
4.50
4.42
9.12
69.62
67.68
19.42
1.62
1.80
3.86
6.87
6.20
25
5.00
3.70
13.48
12.66
51.93
92.87
14.80
2.66
1.68
4.80
7.88
6.30
26
20.35
2.98
36.82
20.17
80.67
76.13
12.82
9.12
1.86
3.70
7.88
6.75
27
15.17
2.50
86.60
18.32
118.30
71.57
13.32
8.25
1.68
3.54
8.00
6.75
28
11.13
2.42
71.57
11.38
132.33
86.95
12.99
9.25
1.80
3.78
7.88
7.38
29
9.75
3.54
43.78
7.62
105.55
128.50
13.48
8.37
1.80
3.86
7.38
7.25
30
9.12
5.20
26.35
6.30
72.22
145.07
13.48
6.87
1.56
4.02
6.20
31
6.75
11.50
59.10
15.72
1.74
4.80
5.70
----------
--------------
Total
200 93
548 06
538 28
437 82
3076 58
2398 11
1415 48
325 30
82 58
135 75
186 10
208 39
9553 38 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
6.70
17.68
17.94
14.12
99.24
79.94
45.66
10.84
2.66
4.38
6.42
6.72
26.10 CMS
Max
20.35
38.74
86.60
46.43
161.65
146.35
145.92
24.79
5.80
12.66
8.88
10.63
161.65 CMS
Min
2.82
2.42
2.82
6.30
43.78
34.00
12.82
1.62
1.56
2.18
4.70
4.26
1.56 CMS
Runoff
17.36
47.35
46.51
37.83
265.82
207.20
122.30
28.11
7.14
11.73
16.08
18.01
825.41 MCM
165.05 CMS. at 296.66 m. (MSL.) at 15.00 Hours , on Aug 2 , 2011
Runoff Yield
21.93
138.697 Liters/Second/Square KM.
Momentary Peak Yield
Liters/Second/Square KM.
Momentary Peak