Basic HTML Version
331
250
300
350
Flow ? CMS
Flow of Nam Khuan (Y.36)
at Ban Pa Kha
Water Year 2011
100
150
200
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
2.80
4.20
9.20
40.55
133.00
79.60
90.80
17.90
7.20
5.80
2.80
0.95
2
2.80
3.85
7.80
33.95
106.60
66.80
88.40
16.70
7.20
5.80
2.05
1.15
3
2.80
4.00
7.80
32.30
76.60
59.45
61.40
16.70
7.00
5.80
1.60
2.50
4
2.50
5.40
7.80
28.10
60.10
81.20
49.35
16.70
7.00
5.00
1.60
3.25
5
2.50
6.20
7.60
23.15
48.80
118.65
43.30
16.70
6.80
4.20
2.95
4.00
6
2.35
10.40
19.70
19.70
43.85
103.90
39.45
16.70
6.60
3.25
3.70
5.40
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
2.35
9.20
23.60
18.80
44.95
96.70
37.25
16.10
6.40
3.25
3.70
5.80
8
2.35
5.60
12.80
15.20
73.80
82.00
33.95
16.10
5.80
3.10
3.85
5.80
9
2.50
5.20
10.10
13.70
42.20
91.60
33.95
15.80
5.20
3.10
3.85
5.20
10
3.55
5.20
9.80
13.70
62.05
79.60
33.95
13.10
4.80
3.10
3.85
5.20
11
3.40
12.50
7.20
31.75
188.40
68.20
33.95
12.20
4.60
3.55
3.70
4.80
12
3.70
8.30
5.80
20.90
140.00
67.50
32.30
11.90
3.85
3.55
3.55
5.20
13
3.70
4.80
5.80
19.10
96.70
59.45
27.20
10.70
2.95
3.85
3.55
6.60
14
3.55
3.40
5.80
58.80
75.20
56.20
26.30
10.70
2.20
3.55
3.25
7.60
15
3 55
4 20
4 60
155 60
68 90
50 45
28 55
10 70
1 75
3 25
1 90
7 40
.
.
.
.
.
.
.
.
.
.
.
.
16
3.55
3.85
3.10
150.00
56.20
49.35
43.85
10.70
3.10
3.10
0.95
7.80
17
2.80
4.60
3.10
107.50
74.50
44.40
30.65
10.70
4.20
2.95
0.95
7.80
18
2.65
6.40
2.80
77.30
60.10
48.25
24.05
9.80
3.85
2.65
0.95
7.80
19
2.35
7.80
2.35
60.75
49.90
60.10
24.05
9.20
3.85
2.50
0.95
7.40
20
2.50
9.80
2.35
48.80
112.00
56.85
24.05
9.20
3.85
2.65
0.95
7.40
21
2.05
5.00
2.35
42.20
147.00
56.85
24.05
7.80
4.00
3.85
0.95
6.60
22
2.05
3.55
2.35
39.45
118.65
66.80
23.60
7.80
4.20
3.85
0.95
6.40
23
2.35
2.80
2.35
37.25
90.80
56.20
21.35
7.80
4.60
3.85
0.95
6.00
24
2.50
2.65
2.65
71.70
80.40
58.80
19.70
7.80
4.80
3.85
0.95
5.80
25
4.40
4.00
4.20
52.30
70.30
49.90
19.70
7.80
5.20
3.85
0.95
5.80
26
4.20
12.20
275.20
41.10
68.20
42.75
19.10
7.80
6.00
3.85
0.95
5.60
27
3.85
12.80
314.00
33.95
114.85
47.15
18.80
7.60
5.80
3.85
0.95
5.60
28
3.55
14.00
323.00
33.95
90.80
46.05
18.80
7.60
5.80
3.85
0.95
5.60
29
3.55
17.00
146.00
33.40
67.50
42.20
18.80
7.40
5.80
3.85
0.95
5.40
30
3.40
17.00
58.15
30.65
88.40
37.80
19.70
7.20
5.80
3.85
5.40
31
14.00
33.40
70.30
19.70
5.80
3.85
5.40
----------
--------------
Total
90 15
229 90
1289 35
1419 00
2621 05
1924 75
1030 05
344 90
156 00
116 35
59 20
172 65
9453 35 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
3.01
7.42
42.98
45.77
84.55
64.16
33.23
11.50
5.03
3.75
2.04
5.57
25.83 CMS
Max
4.40
17.00
323.00
155.60
188.40
118.65
90.80
17.90
7.20
5.80
3.85
7.80
323.00 CMS
Min
2.05
2.65
2.35
13.70
42.20
37.80
18.80
7.20
1.75
2.50
0.95
0.95
0.95 CMS
Runoff
7.79
19.86
111.40
122.60
226.46
166.30
89.00
29.80
13.48
10.05
5.12
14.92
816.77 MCM
526.60 CMS. at 305.38 m. (MSL.) at 20.00 Hours , on Jun 26 , 2011
Runoff Yield
30.28
617.351
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak