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111
500
600
700
Flow ? CMS
Flow of Lam Nam Yang (E.92)
at Ban Tha Ngam
Water Year 2011
200
300
400
0
100
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
0.07
0.05
0.34
22.70
151.56
161.64
84.68
13.96
15.40
3.50
7.00
0.00
2
0.07
0.07
0.33
21.60
222.96
275.20
87.38
13.16
17.00
3.20
6.00
0.00
3
0.07
0.07
0.33
24.94
263.28
275.20
109.40
12.52
18.90
3.05
6.00
0.00
4
0.07
0.08
0.32
38.70
291.40
324.20
125.52
12.20
20.20
2.90
5.60
0.00
5
0.07
0.08
0.37
51.40
316.20
324.20
131.40
11.72
21.30
2.75
4.85
0.00
6
0.07
0.08
0.69
43.80
233.04
390.80
105.32
10.92
5.20
2.60
4.10
0.00
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
0.07
0.08
1.79
33.60
163.32
422.00
76.04
10.60
6.00
2.45
3.50
0.00
8
0.07
0.09
6.12
28.58
200.28
432.00
55.00
10.44
5.80
2.45
3.20
0.00
9
0.07
0.09
10.28
30.00
298.60
432.00
42.60
10.12
5.80
2.15
2.90
0.00
10
0.07
0.09
13.16
42.30
440.20
460.00
33.90
9.72
5.60
2.00
2.00
0.00
11
0.07
0.09
15.88
56.20
560.40
506.20
28.30
8.92
5.60
1.88
1.52
0.00
12
0.07
0.09
16.44
45.00
600.30
530.80
30.00
8.60
5.60
1.76
0.74
0.00
13
0.07
0.10
18.10
23.68
578.70
535.60
47.40
8.36
5.40
1.64
0.50
0.00
14
0.07
0.10
20.30
18.50
519.40
517.20
77.66
7.96
5.20
1.52
0.44
0.00
15
0 07
0 10
24 52
26 48
404 00
484 20
185 58
6 76
5 20
1 52
0 18
0 00
.
.
.
.
.
.
.
.
.
.
.
.
16
0.07
0.10
27.04
40.50
390.80
451.20
215.12
6.04
5.00
1.52
0.08
0.00
17
0.02
0.11
29.20
27.04
330.70
422.00
215.12
5.32
5.00
1.40
0.00
0.00
18
0.00
0.11
31.00
24.24
385.40
351.10
182.64
5.00
5.00
1.40
0.00
0.00
19
0.00
0.12
32.00
36.00
453.40
272.60
139.80
4.88
5.00
1.64
0.00
0.00
20
0.00
0.13
34.20
66.86
552.60
231.92
96.48
4.63
4.55
2.45
0.00
0.00
21
0.00
0.12
37.20
121.64
630.00
250.96
63.62
4.26
4.25
3.50
0.00
0.00
22
0.00
0.12
36.60
192.44
662.60
252.08
48.60
3.70
4.25
7.00
0.00
0.00
23
0.01
0.14
33.60
252.08
621.90
189.50
39.00
3.20
4.25
16.50
0.00
0.00
24
0.03
0.23
28.16
297.00
542.80
182.64
30.80
2.71
3.80
14.10
0.00
0.00
25
0.03
0.22
26.90
301.80
440.20
182.64
27.46
2.33
3.65
11.40
0.00
0.00
26
0.04
0.19
26.06
352.80
309.80
175.78
24.24
2.40
3.50
10.20
0.00
0.00
27
0.04
0.22
25.36
404.00
247.60
128.88
22.56
5.80
3.50
16.50
0.00
0.00
28
0.04
0.28
24.66
368.10
256.56
115.52
19.60
9.08
3.50
16.50
0.00
0.00
29
0.04
0.32
24.10
297.00
218.48
112.12
18.30
11.48
3.50
16.50
0.00
0.00
30
0.04
0.33
23.40
227.44
191.46
105.32
17.20
13.64
3.50
14.10
0.00
31
0.33
162.48
163.32
15.64
3.50
7.20
0.00
----------
--------------
Total
1 41
4 33
568 45
3678 90 11641 26
9495 50
2396 36
240 43
213 95
177 28
48 61
0 00 28466 48 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
0.05
0.14
18.95
118.67
375.52
316.52
77.30
8.01
6.90
5.72
1.68
0.00
77.78 CMS
Max
0.07
0.33
37.20
404.00
662.60
535.60
215.12
13.96
21.30
16.50
7.00
0.00
662.60 CMS
Min
0.00
0.05
0.32
18.50
151.56
105.32
15.64
2.33
3.50
1.40
0.00
0.00
0.00 CMS
Runoff
0.12
0.37
49.11
317.86
1005.81
820.41
207.05
20.77
18.49
15.32
4.20
0.00
2459.50 MCM
668.20
Runoff Yield
23.15
198.928
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 135.44 m. (MSL), at 05.00 Hours, on Aug 22, 2011
Momentary Peak