Basic HTML Version
237
200
250
Flow ‐ CMS
Flow of Ping River (P.67)
at Ban Mae Tae
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
11.06
5.74
10.22
9.10
22.40
96.00
54.60
12.74
7.70
1.58
7.35
4.06
2
11.06
6.65
12.74
9.80
19.40
99.00
28.52
11.06
9.45
1.46
5.46
3.50
3
9.80
28.52
9.10
6.02
29.76
200.45
21.20
16.40
9.10
2.24
1.88
2.96
4
3.32
36.28
5.46
6.65
36.28
150.75
20.00
12.74
8.40
2.42
4.62
1.70
5
9.80
42.04
4.34
6.65
32.98
132.00
16.88
19.40
7.70
2.78
1.22
1.58
6
15.44
17.36
3.50
6.30
37.60
90.00
24.80
18.32
7.35
2.96
2.96
3.32
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
15.92
14.00
4.34
6.02
75.40
72.70
17.84
28.52
7.00
1.58
11.06
8.75
8
11.48
10.64
7.70
7.35
57.80
68.20
13.58
20.00
6.65
2.24
8.05
6.02
9
4.06
9.45
9.80
21.20
54.60
45.00
11.90
14.48
7.35
3.32
6.65
5.74
10
2.78
11.48
14.96
39.08
57.00
39.82
9.80
16.40
7.35
13.58
2.06
1.88
11
4.90
18.80
14.00
26.04
49.00
34.96
9.45
23.00
7.70
8.05
1.46
1.70
12
21.80
18.80
14.00
24.80
36.28
28.52
8.40
13.16
4.90
4.90
1.22
1.58
13
20.00
19.40
16.40
21.80
27.28
27.28
12.74
11.06
7.00
4.34
2.60
2.06
14
18.32
16.40
23.00
23.60
23.00
29.14
20.00
10.64
6.65
3.14
9.80
8.40
15
19 40
9 80
22 40
47 40
41 30
29 76
11 06
10 22
6 65
2 60
8 05
7 35
.
.
.
.
.
.
.
.
.
.
.
.
16
6.30
15.92
20.00
25.42
38.34
37.60
9.80
11.48
6.02
2.06
7.00
6.30
17
4.34
15.92
17.84
21.20
30.38
62.80
8.05
13.16
4.90
1.88
2.42
1.46
18
6.65
7.70
18.32
20.00
23.00
34.96
8.75
14.96
5.74
2.96
3.14
1.22
19
16.88
9.45
19.40
24.80
18.80
36.94
8.75
14.48
5.18
2.60
2.96
0.86
20
15.92
9.10
19.40
31.00
36.94
49.80
10.64
12.32
10.22
1.88
3.50
1.88
21
16.40
7.00
17.36
23.60
96.00
38.34
18.80
7.70
8.75
2.78
9.45
8.40
22
10.64
7.00
15.44
18.32
80.00
32.32
7.70
8.40
3.78
10.22
8.75
7.70
23
4.90
5.18
15.44
17.84
57.80
13.16
13.58
11.06
2.96
9.10
6.65
5.46
24
3.78
10.64
14.48
20.00
34.30
14.48
23.00
10.22
2.78
8.40
3.14
0.86
25
6.30
14.48
11.06
18.32
21.20
23.00
21.80
9.45
2.78
8.75
2.60
0.62
26
15.44
15.44
8.75
17.84
37.60
39.08
21.20
9.10
3.14
6.30
2.06
0.50
27
15.92
19.40
10.22
34.30
68.20
36.28
14.48
7.00
2.96
2.78
2.06
1.58
28
16.88
20.00
10.22
48.20
45.80
41.30
11.90
9.10
2.60
2.60
3.78
8.05
29
12.32
21.20
10.22
70.90
53.00
32.98
13.58
8.05
2.06
2.06
6.30
30
6.65
19.40
9.80
50.60
52.20
58.60
26.66
7.35
1.88
2.96
5.46
31
17.36
29.14
115.80
15.92
1.70
8.75
1.46
----------
--------------
Total
338 46
480 55
389 91
733 29
1409 44
1695 22
515 38
391 97
178 40
133 27
131 95
118 71
6516 55 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
11.28
15.50
13.00
23.65
45.47
56.51
16.63
13.07
5.75
4.30
4.71
3.83
17.85 CMS
Max
21.80
42.04
23.00
70.90
115.80
200.45
54.60
28.52
10.22
13.58
11.06
8.75
200.45 CMS
Min
2.78
5.18
3.50
6.02
18.80
13.16
7.70
7.00
1.70
1.46
1.22
0.50
0.50 CMS
Runoff
29.24
41.52
33.69
63.36
121.78
146.47
44.53
33.87
15.41
11.52
11.40
10.26
563.03 MCM
222.20 CMS. at 317.56 m. (MSL.) at 18.00 Hours , on Sep 3 , 2014
Runoff Yield
3.35
41.743
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak