Basic HTML Version
395
700
800
900
1000
Flow ‐ CMS
Flow of Nan River (N.64)
at Ban Pha Khwang
Water Year 2014
300
400
500
600
0
100
200
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
4.35
13.00
10.26
17.00
99.10
383.80
151.47
42.90
30.80
14.00
9.68
6.78
2
3.98
10.84
10.26
18.00
101.50
396.80
125.75
42.90
30.80
14.00
9.10
6.20
3
3.98
9.68
8.52
14.00
236.00
390.30
111.10
59.40
29.70
14.00
9.10
6.20
4
3.98
11.42
6.20
15.00
244.57
390.30
107.50
81.28
29.70
14.00
8.52
6.20
5
4.72
15.00
7.36
13.00
266.63
361.70
99.10
58.30
29.70
14.00
8.52
6.20
6
5.46
15.00
9.68
12.00
255.60
524.35
101.50
66.00
28.60
14.00
8.52
6.20
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
5.46
31.90
10.26
36.30
271.52
391.60
90.70
80.10
26.40
14.00
7.94
6.20
8
7.36
40.70
6.78
128.20
189.45
314.90
83.63
93.10
22.00
14.00
7.94
6.20
9
6.20
60.50
9.10
95.50
162.50
254.37
77.75
68.35
22.00
17.00
7.94
5.46
10
5.83
41.80
12.00
91.90
125.75
201.70
71.88
59.40
22.00
56.10
7.94
5.09
11
5.83
17.00
14.00
80.10
112.30
169.85
69.52
48.40
22.00
61.60
7.36
5.09
12
6.78
12.00
10.84
41.80
103.90
163.72
67.18
48.40
21.00
38.50
7.36
5.09
13
6.20
10.84
12.00
77.75
74.23
152.70
66.00
50.60
20.00
33.00
7.36
4.72
14
5.83
8.52
30.80
198.02
111.10
141.67
58.30
47.30
18.00
26.40
6.78
4.72
15
5 46
7 36
39 60
80 10
125 75
129 42
57 20
46 20
18 00
24 20
6 78
4 72
.
.
.
.
.
.
.
.
.
.
.
.
16
5.46
6.78
31.90
57.20
105.10
135.55
55.00
45.10
18.00
20.00
6.78
4.72
17
5.46
7.94
27.50
42.90
133.10
115.95
53.90
44.00
18.00
19.00
7.36
4.72
18
5.83
9.68
29.70
80.10
164.95
109.90
52.80
40.70
17.00
17.00
7.36
4.72
19
5.09
29.70
25.30
149.02
385.10
168.62
52.80
38.50
17.00
17.00
7.36
4.72
20
5.09
15.00
21.00
167.40
334.40
130.65
49.50
37.40
17.00
17.00
7.36
4.72
21
4.72
13.00
16.00
158.82
455.50
103.90
47.30
37.40
16.00
17.00
7.36
4.72
22
5.09
10.26
10.84
123.30
290.20
162.50
49.50
36.30
16.00
16.00
7.36
4.72
23
4.35
9.10
16.00
109.90
200.47
149.02
64.90
36.30
16.00
15.00
7.36
4.72
24
4.35
6.78
30.80
151.47
188.23
180.87
73.05
35.20
16.00
12.00
7.36
5.46
25
4.35
6.78
25.30
96.70
161.28
272.75
66.00
35.20
16.00
12.00
7.36
8.52
26
4.35
5.83
19.00
112.30
193.12
204.15
58.30
34.10
16.00
11.42
6.78
9.10
27
4.72
5.46
15.00
209.05
167.40
162.50
50.60
34.10
15.00
11.42
6.78
9.10
28
5.83
6.20
14.00
273.98
153.92
140.45
47.30
33.00
15.00
11.42
6.78
9.10
29
7.94
10.84
15.00
163.72
470.35
138.00
46.20
33.00
15.00
11.42
8.52
30
25.30
24.20
14.00
123.30
877.05
171.08
44.00
33.00
15.00
10.84
6.78
31
20.00
118.40
523.00
44.00
15.00
10.84
6.20
----------
--------------
Total
179 35
493 11
509 00
3056 23
7283 07
6713 07
2193 73
1445 93
628 70
598 16
214 20
185 61 23500 16 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
5.98
15.91
16.97
98.59
234.94
223.77
70.77
48.20
20.28
19.30
7.65
5.99
64.38 CMS
Max
25.30
60.50
39.60
273.98
877.05
524.35
151.47
93.10
30.80
61.60
9.68
9.10
877.05 CMS
Min
3.98
5.46
6.20
12.00
74.23
103.90
44.00
33.00
15.00
10.84
6.78
4.72
3.98 CMS
Runoff
15.50
42.61
43.98
264.06
629.26
580.01
189.54
124.93
54.32
51.68
18.51
16.04
2030.41 MCM
1019.00 CMS. at 219.26 m. (MSL.) at 07.00 Hours , on Aug 30 , 2014
Runoff Yield
18.52
293.153
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak