Basic HTML Version
85
200
250
Flow ? CMS
Flow of Lam Phaniang (E.68A)
at Ban Khong Po
Water Year 2011
100
150
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
0.00
4.45
63.50
7.15
51.40
97.20
98.30
5.35
1.80
0.90
1.80
0.95
2
0.00
3.90
30.50
5.80
84.70
95.00
95.00
5.05
1.80
0.90
1.70
0.90
3
0.00
3.10
11.90
6.10
107.40
90.25
92.15
5.05
1.80
0.90
1.60
0.90
4
0.00
2.60
7.75
5.35
118.60
78.30
87.40
4.90
1.50
0.95
1.40
0.90
5
0.00
2.60
5.95
4.60
124.95
63.50
75.25
4.30
1.30
1.60
1.20
0.90
6
0.00
2.60
5.80
3.70
133.20
79.90
64.00
3.90
1.30
1.60
1.20
0.85
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
0.00
2.30
18.00
2.90
134.85
106.00
60.00
3.70
1.40
1.30
1.30
0.80
8
0.00
2.10
41.45
3.10
129.90
118.60
58.15
3.60
1.60
1.30
1.60
0.70
9
0.00
1.90
59.50
2.70
113.00
123.30
52.30
3.60
1.30
1.30
1.80
0.70
10
0.00
2.00
78.30
3.10
70.75
120.00
32.70
3.70
1.20
1.10
1.70
1.00
11
0.00
1.90
77.50
19.75
35.50
117.20
19.75
4.15
1.20
1.00
1.60
1.30
12
0.00
1.90
52.30
39.35
17.50
121.65
13.75
5.20
1.20
0.85
1.40
1.50
13
0.55
2.90
29.60
54.10
12.75
121.65
12.75
5.05
1.20
1.10
1.30
2.30
14
1.40
5.20
24.20
65.60
18.75
123.30
14.25
4.30
1.20
1.40
1.30
2.80
15
1 40
7 90
18 50
67 80
23 60
138 50
20 00
3 80
1 20
1 70
1 30
2 80
.
.
.
.
.
.
.
.
.
.
.
.
16
1.30
8.70
12.50
58.60
26.90
152.50
21.20
3.50
1.20
1.80
1.30
2.30
17
1.30
6.10
10.70
44.10
28.40
173.00
19.75
3.20
1.20
1.60
1.30
2.30
18
1.30
5.05
17.25
35.15
39.00
200.40
19.50
3.00
1.10
1.40
1.30
2.20
19
1.20
5.65
24.20
22.10
61.00
184.00
18.00
2.80
1.10
1.70
1.30
1.90
20
1.10
8.90
19.75
9.70
96.10
162.00
15.00
2.70
1.10
1.60
1.10
1.90
21
1.00
9.90
15.50
8.20
115.80
146.50
12.10
2.20
1.00
1.60
1.10
1.80
22
1.00
8.20
13.00
6.55
131.55
136.50
9.90
2.20
1.00
1.30
1.00
1.70
23
1.20
6.55
8.50
6.55
150.50
133.20
8.05
2.30
0.95
1.30
1.00
1.60
24
1.90
5.05
5.35
8.50
150.50
131.55
7.30
2.20
0.95
1.80
1.00
1.50
25
2.20
4.00
3.90
13.75
142.50
115.80
6.85
2.10
0.95
2.10
1.00
1.30
26
3.20
5.65
5.95
22.40
128.25
89.30
6.70
2.10
0.95
2.00
1.00
1.30
27
3.20
25.40
11.90
35.15
120.00
62.50
5.95
2.10
0.95
2.00
0.95
1.30
28
2.70
44.10
16.50
40.05
108.80
65.60
5.65
2.10
0.95
2.00
0.95
1.30
29
1.00
54.55
13.75
40.40
110.20
85.50
5.50
2.00
0.95
1.90
0.95
1.20
30
1.30
63.50
9.30
34.80
108.80
97.20
5.20
2.00
0.90
1.60
1.20
31
72.25
32.35
102.70
5.35
0.90
1.60
1.10
----------
--------------
Total
28 25
380 90
712 80
709 45
2797 85
3529 90
967 75
102 15
37 15
45 20
37 45
45 20
9394 05 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
0.94
12.29
23.76
22.89
90.25
117.66
31.22
3.40
1.20
1.46
1.29
1.46
25.67 CMS
Max
3.20
72.25
78.30
67.80
150.50
200.40
98.30
5.35
1.80
2.10
1.80
2.80
200.40 CMS
Min
0.00
1.90
3.90
2.70
12.75
62.50
5.20
2.00
0.90
0.85
0.95
0.70
0.00 CMS
Runoff
2.44
32.91
61.59
61.30
241.73
304.98
83.61
8.83
3.21
3.91
3.24
3.91
811.65 MCM
208.60
Runoff Yield
18.82
152.933
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 200.06 m. (MSL), at 16.00 Hours, on Sep 18, 2011
Momentary Peak