Basic HTML Version
3
200
250
Flow ‐ CMS
Flow of Nam Mae Pai (Sw.5A)
at Ban Tha Pong Daeng
Water Year 2014
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
10.44
8.82
30.89
19.60
49.92
184.70
102.00
42.25
28.68
18.92
13.00
9.31
2
10.44
10.44
30.10
20.28
43.95
143.75
79.24
42.25
28.68
18.92
13.00
9.80
3
9.80
10.44
24.42
18.92
53.34
172.05
77.40
44.80
27.97
18.24
13.00
10.44
4
9.80
9.31
23.71
20.96
71.88
213.45
73.72
108.00
26.55
18.24
13.00
9.80
5
10.44
8.82
11.72
22.32
72.80
183.55
77.40
85.80
26.55
18.24
13.00
9.80
6
10.44
10.44
11.08
18.24
72.80
152.75
80.16
69.12
26.55
18.24
13.00
9.80
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
9.80
10.44
11.72
19.60
83.90
132.28
66.36
66.36
26.55
17.56
12.36
9.80
8
11.72
10.44
21.64
20.28
96.25
159.50
57.62
62.75
25.13
17.56
12.36
9.80
9
10.44
10.44
30.89
64.52
81.08
131.25
55.91
56.76
25.13
20.28
12.36
9.80
10
10.44
10.44
36.42
72.80
76.48
138.43
53.34
51.63
24.42
24.42
12.36
9.80
11
10.44
9.80
44.80
62.75
72.80
118.00
50.78
48.21
24.42
25.13
12.36
9.80
12
9.80
8.82
37.21
41.40
73.72
109.00
49.92
46.50
23.71
21.64
12.36
9.80
13
9.31
8.33
42.25
57.62
62.75
113.00
60.18
43.95
23.71
20.28
12.36
9.80
14
8.82
8.33
70.04
69.12
83.90
107.00
54.19
42.25
23.00
18.92
11.72
9.80
15
8 82
11 08
44 80
67 28
147 13
101 00
49 06
39 70
23 00
18 24
11 08
9 31
.
.
.
.
.
.
.
.
.
.
.
.
16
8.82
11.08
34.05
64.52
150.50
120.00
47.35
39.70
22.32
17.56
11.08
9.31
17
9.31
9.80
32.47
48.21
118.00
111.00
45.65
40.55
23.00
16.88
11.72
9.31
18
9.31
10.44
25.84
46.50
101.00
106.00
43.10
40.55
22.32
16.20
11.08
9.31
19
9.80
11.72
25.84
51.63
98.15
130.22
42.25
38.00
22.32
16.20
11.08
9.31
20
9.31
13.64
24.42
55.91
174.35
105.00
43.10
37.21
21.64
15.56
11.72
9.31
21
9.31
16.20
23.71
55.05
195.05
92.45
40.55
36.42
21.64
15.56
11.08
9.31
22
9.80
17.56
25.84
63.60
144.87
86.75
45.65
34.84
21.64
14.92
11.08
8.82
23
9.31
13.00
23.00
72.80
137.40
81.08
58.47
34.05
20.96
15.56
11.08
8.82
24
9.80
10.44
23.71
62.75
113.00
76.48
55.05
33.26
20.96
14.28
10.44
8.82
25
8.82
9.80
20.28
53.34
97.20
79.24
51.63
33.26
20.28
14.28
10.44
8.33
26
8.33
8.82
17.56
48.21
141.50
81.08
48.21
32.47
20.28
14.28
10.44
10.44
27
8.33
8.82
16.88
56.76
184.70
83.90
44.80
31.68
20.28
14.28
10.44
12.36
28
9.80
9.80
16.88
55.91
131.25
78.32
47.35
29.39
20.28
14.28
9.80
11.08
29
9.80
11.08
14.92
51.63
122.02
74.64
64.52
30.10
19.60
13.64
10.44
30
9.31
26.55
20.28
49.06
143.75
108.00
51.63
29.39
19.60
13.64
10.44
31
19.60
44.80
236.60
47.35
18.92
13.00
9.80
----------
--------------
Total
290 11
354 74
817 37
1476 37
3432 04
3573 87
1763 94
1371 20
720 09
534 95
328 80
301 87 14965 35 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
9.67
11.44
27.25
47.62
110.71
119.13
56.90
45.71
23.23
17.26
11.74
9.74
41.00 CMS
Max
11.72
26.55
70.04
72.80
236.60
213.45
102.00
108.00
28.68
25.13
13.00
12.36
236.60 CMS
Min
8.33
8.33
11.08
18.24
43.95
74.64
40.55
29.39
18.92
13.00
9.80
8.33
8.33 CMS
Runoff
25.07
30.65
70.62
127.56
296.53
308.78
152.40
118.47
62.22
46.22
28.41
26.08
1293.01 MCM
254.60 CMS. at 177.98 m. (MSL.) at 09.00 Hours , on Aug 31 , 2014
Runoff Yield
9.17
56.957
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak