Basic HTML Version
31
120
140
Flow ‐ CMS
Flow of Lam Nam Phung (Kh.90)
at Ban Tong Khop
60
80
100
Water Year 2013
0
20
40
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
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
--------------
1
5.50
5.00
9.44
5.60
77.24
13.40
28.20
4.40
2.30
1.10
1.00
0.50
2
5.50
5.00
9.80
6.60
72.44
13.58
31.32
4.20
2.30
1.10
1.00
0.50
3
5.40
4.80
10.34
11.60
69.24
13.76
22.20
4.00
2.30
1.10
1.00
0.50
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Discharge in Cubic Meter per Second , Water Year April 1, 2013 to March 31, 2014
MAR
FEB
JAN
NOV
DEC
OCT
SEP
APR
MAY
JUN
JUL
AUG
4
5.00
4.80
12.14
13.22
65.50
13.94
16.28
3.90
2.30
1.10
1.00
0.50
5
5.00
4.00
12.68
9.80
61.00
14.12
13.22
3.80
2.30
1.10
1.00
0.50
6
5.00
3.50
14.30
9.80
51.22
13.94
9.80
3.70
2.20
1.10
0.90
0.50
7
5.10
3.80
15.92
9.80
37.80
15.20
8.00
3.70
2.20
1.10
0.90
0.50
8
5.50
4.00
15.92
8.72
36.12
13.40
7.70
3.60
2.20
1.10
0.90
0.50
9
5.50
4.40
16.28
9.26
33.72
6.30
7.40
3.50
2.20
1.10
0.90
0.50
10
5.50
4.80
18.00
15.56
31.56
6.60
7.00
3.40
2.10
1.10
0.90
0.50
11
5.40
5.90
44.20
25.60
53.80
5.40
6.50
3.30
2.10
1.10
0.80
0.50
12
5.00
8.54
38.04
22.20
65.20
5.10
6.20
3.20
2.10
1.10
0.80
0.50
13
5.00
13.94
18.00
21.00
47.84
9.80
6.00
3.10
2.10
1.10
0.80
0.50
14
5.00
7.10
13.22
17.20
37.08
27.00
6.20
3.00
2.00
1.10
0.80
0.50
15
4.80
6.70
9.80
14.12
23.00
37.08
6.50
2.90
2.00
1.10
0.80
0.50
16
4.00
5.70
9.26
11.96
16.64
53.20
7.00
2.80
2.00
1.10
0.80
0.50
17
4.00
5.40
7.60
11.60
14.12
40.82
14.12
2.70
2.00
1.10
0.80
0.50
18
7.90
10.52
8.00
15.20
13.40
42.38
13.40
2.60
2.00
1.10
0.80
0.50
19
16.82
15.20
9.26
20.60
13.22
52.90
12.14
2.50
1.80
1.10
0.80
0.50
20
17.40
13.40
11.42
26.80
12.50
55.00
10.70
2.40
1.70
1.10
0.80
0.50
21
20.00
13.94
17.80
34.44
12.50
66.40
9.62
2.30
1.70
1.00
0.70
0.50
22
18.60
14.30
30.36
37.32
12.50
102.00
7.90
2.30
1.60
1.00
0.70
0.50
23
12.32
13.40
36.60
32.04
13.40
75.64
6.80
2.30
1.50
1.00
0.70
0.50
24
4.10
12.50
36.36
31.80
16.64
54.40
6.00
2.30
1.50
1.00
0.70
0.50
25
4.30
9.80
18.60
59.50
15.20
37.80
5.50
2.30
1.40
1.00
0.70
0.50
26
8.18
9.80
13.76
55.30
15.38
38.04
5.50
2.30
1.40
1.00
0.70
0.50
27
13.22
8.90
12.50
60.70
20.00
38.04
5.30
2.30
1.30
1.00
0.70
0.50
28
5.20
8.00
13.22
73.40
18.00
33.96
5.10
2.30
1.20
1.00
0.70
0.50
29
4.90
7.50
13.40
118.00
14.30
31.08
4.80
2.30
1.10
1.00
0.50
30
5 00
9 08
12 50
106 40
13 76
29 40
4 80
2 30
1 10
1 00
0 50
.
.
.
.
.
.
.
.
.
.
.
31
9.08
81.72
13.40
4.50
1.10
1.00
0.50
----------
--------------
Total
224.14
252.80
508.72
976.86
997.72
959.68
305.70
89.70
57.10
33.00
23.10
15.50
4444.02 CMSDAY
Mean
7.47
8.15
16.96
31.51
32.18
31.99
9.86
2.99
1.84
1.06
0.83
0.50
12.18 CMS
Max
20.00
15.20
44.20
118.00
77.24
102.00
31.32
4.40
2.30
1.10
1.00
0.50
118.00 CMS
Min
4.00
3.50
7.60
5.60
12.50
5.10
4.50
2.30
1.10
1.00
0.70
0.50
0.50 CMS
Runoff
19.37
21.84
43.95
84.40
86.20
82.92
26.41
7.75
4.93
2.85
2.00
1.34
383.96 MCM
140.00 CMS. at 163.50 m. (MSL.) at 23.00 Hours , on Jul 29 , 2013
Runoff Yield
14.14
162.602
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
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Momentary Peak