Basic HTML Version
397
1200
1400
1600
Flow ? CMS
Flow of Nan River (N.64)
at Ban Pha Khwang
Water Year 2011
400
600
800
1000
0
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
9.70
46.55
77.00
517.90
346.25
255.60
391.25
113.30
37.10
23.30
19.05
13.95
2
9.70
31.00
52.85
376.25
415.00
240.00
370.00
105.60
37.10
23.30
18.20
13.10
3
8.00
32.00
48.65
310.00
416.25
207.05
281.25
96.80
37.10
22.45
18.20
13.10
4
8.00
65.45
46.55
281.25
278.75
249.60
238.80
73.85
36.05
22.45
18.20
13.10
5
8.00
57.05
47.60
223.20
278.75
386.25
210.50
65.45
34.00
22.45
18.20
13.10
6
7.45
86.90
99.00
184.05
268.80
406.25
187.50
61.25
31.00
22.45
18.20
13.10
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
19.90
63.35
127.60
162.80
611.05
517.90
173.80
60.20
29.00
22.45
17.35
13.10
8
33.00
38.15
82.50
141.90
589.45
643.45
169.40
58.10
29.00
22.45
17.35
13.10
9
19.05
31.00
89.10
138.60
441.25
523.30
168.30
56.00
28.00
22.45
17.35
13.95
10
12.25
54.95
68.60
278.75
445.00
447.70
159.50
54.95
27.00
21.60
17.35
13.95
11
13.95
129.80
56.00
301.25
377.50
382.50
150.70
53.90
25.00
21.60
17.35
13.95
12
13.95
71.75
53.90
207.05
415.00
303.75
141.90
53.90
25.00
21.60
16.50
14.80
13
11.40
48.65
52.85
218.55
385.00
272.50
129.80
53.90
25.00
22.45
16.50
14.80
14
12.25
46.55
46.55
592.15
337.50
271.25
123.20
53.90
25.00
21.60
16.50
13.95
15
10 55
42 35
44 45
643 45
298 75
288 75
121 00
52 85
25 00
21 60
16 50
16 50
.
.
.
.
.
.
.
.
.
.
.
.
16
10.55
42.35
42.35
631.30
260.40
331.25
136.40
50.75
25.00
22.45
16.50
17.35
17
11.40
47.60
41.30
758.40
346.25
312.50
118.80
49.70
25.00
22.45
15.65
16.50
18
12.25
141.90
39.20
486.85
327.50
496.30
110.00
48.65
25.00
21.60
15.65
16.50
19
12.25
115.50
38.15
372.50
422.50
705.55
106.70
47.60
25.00
20.75
15.65
14.80
20
10.55
103.40
46.55
482.80
690.70
519.25
99.00
45.50
25.00
20.75
15.65
14.80
21
9.70
134.20
45.50
440.00
663.70
625.90
94.60
44.45
25.00
20.75
14.80
13.95
22
8.85
91.30
42.35
428.75
878.80
551.65
90.20
43.40
24.15
19.90
14.80
13.95
23
8.85
49.70
38.15
361.25
635.35
428.75
84.70
43.40
24.15
19.90
13.95
12.25
24
17.35
39.20
39.20
428.75
484.15
390.00
81.40
42.35
23.30
19.90
13.95
12.25
25
30.00
62.30
118.80
350.00
431.25
355.00
77.00
42.35
23.30
19.05
13.95
11.40
26
20.75
70.70
934.80
265.20
423.75
345.00
77.00
41.30
23.30
19.05
13.95
11.40
27
13.95
58.10
1429.55
243.60
391.25
383.75
77.00
41.30
24.15
18.20
13.95
11.40
28
12.25
72.80
1252.65
255.60
370.00
308.75
77.00
40.25
23.30
18.20
13.95
15.65
29
13.10
84.70
713.65
212.80
301.25
271.25
74.90
39.20
23.30
18.20
13.95
14.80
30
15.65
73.85
425.00
194.40
273.75
265.20
71.75
39.20
23.30
18.20
12.25
31
83.60
260.40
264.00
71.75
23.30
19.05
11.40
----------
--------------
Total
404 60
2116 70
6240 40 10749 75 13068 90 11685 95
4465 10
1673 35
835 90
652 60
469 15
428 20 52790 60 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
13.49
68.28
208.01
346.77
421.58
389.53
144.04
55.78
26.96
21.05
16.18
13.81
144.24 CMS
Max
33.00
141.90
1429.55
758.40
878.80
705.55
391.25
113.30
37.10
23.30
19.05
17.35
1429.55 CMS
Min
7.45
31.00
38.15
138.60
260.40
207.05
71.75
39.20
23.30
18.20
13.95
11.40
7.45 CMS
Runoff
34.96
182.88
539.17
928.78
1129.15
1009.67
385.79
144.58
72.22
56.39
40.54
37.00
4561.11 MCM
1460.00 CMS. at 222.60 m. (MSL.) at 10.00 Hours , on Jun 27 , 2011
Runoff Yield
41.49
420.023
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak