383
500
600
700
Flow ‐ CMS
Flow of Nan River (N.64)
at Ban Pha Khwang
Water Year 2012
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
9.00
15.08
34.00
16.44
257.30
344.40
73.80
57.00
113.00
26.36
37.30
21.01
2
10.00
13.72
38.40
16.44
193.60
497.40
70.20
53.40
89.60
26.36
35.10
25.29
3
9.50
13.04
46.40
24.22
188.40
434.75
77.40
48.70
59.40
25.29
37.30
24.22
4
10.50
10.50
46.40
39.50
215.70
383.45
90.90
48.70
51.00
23.15
28.50
23.15
5
29.60
10.00
41.80
61.80
175.40
292.40
100.00
49.85
46.40
23.15
28.50
22.08
6
26.36
24.22
38.40
123.40
144.20
227.40
111.70
48.70
39.50
23.15
26.36
22.08
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
19.94
57.00
37.30
67.80
122.10
191.00
100.00
49.85
38.40
24.22
25.29
22.08
8
17.12
63.00
45.25
71.40
149.40
166.30
82.20
47.55
35.10
25.29
18.87
21.01
9
15.08
44.10
49.85
55.80
472.55
174.10
75.00
47.55
36.20
25.29
18.87
21.01
10
13.72
28.50
49.85
49.85
617.75
232.60
67.80
45.25
34.00
24.22
17.12
15.08
11
13.04
23.15
42.95
48.70
496.00
180.60
67.80
45.25
32.90
24.22
16.44
7.00
12
11.68
10.00
34.00
66.60
380.75
152.00
64.20
45.25
36.20
24.22
15.76
5.30
13
11.68
9.00
30.70
94.80
262.50
133.80
61.80
41.80
35.10
23.15
15.76
4.25
14
11.68
11.68
27.43
69.00
217.00
210.50
60.60
39.50
34.00
23.15
15.76
4.25
15
11 68
11 68
24 22
84 60
191 00
217 00
65 40
41 80
32 90
22 08
15 76
3 55
.
.
.
.
.
.
.
.
.
.
.
.
16
11.00
13.04
25.29
102.60
184.50
166.30
67.80
40.65
32.90
22.08
15.08
3.20
17
10.50
13.72
23.15
66.60
165.00
136.40
76.20
38.40
32.90
22.08
14.40
3.20
18
11.00
13.72
24.22
57.00
152.00
122.10
97.40
37.30
32.90
22.08
14.40
4.60
19
11.00
13.72
24.22
59.40
141.60
118.20
85.80
37.30
31.80
22.08
14.40
11.68
20
10.50
15.08
18.87
69.00
165.00
109.10
81.00
36.20
31.80
22.08
14.40
12.36
21
10.00
15.76
17.80
60.60
165.00
139.00
79.80
37.30
32.90
19.94
13.72
11.00
22
9.50
15.76
17.80
54.60
181.90
113.00
71.40
37.30
31.80
17.80
13.72
11.00
23
9.50
14.40
18.87
53.40
146.80
100.00
69.00
39.50
31.80
17.80
15.08
10.50
24
9.50
16.44
17.80
336.60
150.70
92.20
66.60
38.40
31.80
17.80
17.80
10.50
25
9.00
17.12
17.80
376.70
135.10
97.40
60.60
38.40
29.60
17.12
15.76
11.00
26
9.00
40.65
17.12
206.60
179.30
106.50
59.40
39.50
29.60
17.12
14.40
11.00
27
9.50
60.60
17.80
157.20
193.60
102.60
59.40
48.70
29.60
17.12
15.08
10.50
28
9.50
41.80
16.44
152.00
196.20
94.80
59.40
110.40
28.50
17.12
23.15
10.00
29
18.87
41.80
16.44
196.20
205.30
81.00
58.20
153.30
28.50
17.12
10.00
30
25.29
36.20
15.76
249.50
215.70
76.20
58.20
123.40
28.50
17.12
10.50
31
32.90
206.60
284.60
55.80
26.36
27.43
11.00
----------
--------------
Total
394 24
747 38
876 33
3294 95
6945 95
5492 50
2274 80
1566 20
1204 96
677 19
554 08
393 40 24421 98 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
13.14
24.11
29.21
106.29
224.06
183.08
73.38
52.21
38.87
21.84
19.79
12.69
66.91 CMS
Max
29.60
63.00
49.85
376.70
617.75
497.40
111.70
153.30
113.00
27.43
37.30
25.29
617.75 CMS
Min
9.00
9.00
15.76
16.44
122.10
76.20
55.80
36.20
26.36
17.12
13.72
3.20
3.20 CMS
Runoff
34.06
64.57
75.72
284.68
600.13
474.55
196.54
135.32
104.11
58.51
47.87
33.99
2110.06 MCM
704.75 CMS. at 216.95 m. (MSL.) at 08.00 Hours , on Aug 10 , 2012
Runoff Yield
19.25
202.747
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak