Basic HTML Version
171
500
600
700
Flow ? CMS
Flow of Lam Sa Bai (M.179)
at Ban Tha Wari
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
0.20
0.00
12.20
77.20
116.80
564.20
475.00
144.00
32.35
0.07
0.00
2.17
2
0.10
0.00
12.40
77.20
109.80
545.00
473.20
141.50
31.10
0.07
0.00
2.17
3
0.10
0.40
12.80
77.20
93.40
451.60
470.80
139.20
25.55
0.07
0.00
2.17
4
0.10
0.90
12.80
77.20
79.00
450.60
466.00
137.20
21.20
0.07
0.00
2.17
5
0.10
1.70
12.60
77.20
65.80
449.90
464.40
135.60
18.29
0.07
0.00
2.03
6
0.10
1.70
12.20
77.20
110.50
449.50
461.60
132.80
16.22
0.21
0.00
2.03
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
0.20
1.30
12.80
77.20
118.20
449.35
459.20
127.20
12.08
0.21
0.00
2.94
8
0.20
1.10
12.80
77.20
129.00
449.40
458.80
125.20
7.00
0.21
0.00
2.94
9
0.10
1.10
12.80
77.20
118.90
449.25
453.70
124.00
5.67
0.21
0.00
2.94
10
0.10
1.10
12.80
76.60
136.20
449.35
451.90
118.80
4.34
0.21
0.00
2.94
11
0.10
0.80
12.80
75.40
149.00
449.60
451.60
110.80
3.22
0.28
0.00
2.94
12
0.10
0.70
12.80
75.40
163.40
449.75
105.84
106.92
2.87
0.21
0.00
2.94
13
0.10
0.50
14.40
5.00
192.40
450.20
108.00
102.80
2.45
0.14
0.00
2.94
14
0.10
0.40
37.00
10.00
221.00
450.80
110.00
99.60
1.75
0.00
0.00
2.94
15
0 10
0 70
56 80
14 80
295 90
456 00
110 40
94 80
0 84
0 00
0 00
2 94
.
.
.
.
.
.
.
.
.
.
.
.
16
0.00
0.80
68.80
27.00
347.60
462.00
115.60
91.20
0.84
0.00
0.00
2.94
17
0.00
0.50
74.80
39.00
423.20
468.40
120.80
82.20
0.84
0.00
0.42
2.94
18
0.00
1.20
75.40
53.20
443.45
476.20
126.40
83.10
0.84
0.00
0.91
2.94
19
0.00
1.80
75.40
65.20
483.75
481.00
129.20
77.98
0.63
0.00
1.33
2.94
20
0.00
2.00
76.00
67.00
507.50
487.60
132.40
72.00
0.49
0.28
1.54
2.94
21
0.00
2.20
78.40
69.40
522.60
493.60
136.00
68.10
0.49
0.28
1.68
2.94
22
0.00
2.20
78.40
69.40
532.20
498.10
140.00
64.20
0.28
0.00
1.54
2.94
23
0.00
2.30
78.40
61.60
535.40
502.60
143.50
62.12
0.00
0.00
1.33
1.96
24
0.00
2.40
75.40
51.40
537.00
503.50
149.00
54.74
0.00
0.00
1.33
1.12
25
0.00
2.50
76.00
56.20
548.20
498.10
153.00
51.62
0.00
0.00
1.33
1.12
26
0.00
4.00
76.60
76.60
564.20
492.70
156.00
47.46
0.00
0.00
1.33
0.98
27
0.00
9.00
76.60
88.60
570.60
495.40
159.00
44.42
0.00
0.00
1.33
0.98
28
0.00
11.80
76.60
97.00
575.40
490.00
155.00
41.63
0.00
0.00
1.54
0.98
29
0.00
11.80
76.60
104.90
578.60
486.40
154.00
38.47
0.07
0.00
2.17
0.98
30
0.00
12.20
77.20
114.00
578.60
478.60
151.00
33.40
0.07
0.00
0.98
31
12.20
118.90
577.00
148.00
0.07
0.00
0.98
----------
--------------
Total
1 80
91 30
1400 60
2111 40 10424 60 14278 70
7789 34
2753 06
189 55
2 59
17 78
69 86 39130 58 CMSDAY
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.
.
.
.
.
.
.
.
.
.
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.
.
Mean
0.06
2.95
46.69
68.11
336.28
475.96
251.27
91.77
6.11
0.08
0.61
2.25
106.91 CMS
Max
0.20
12.20
78.40
118.90
578.60
564.20
475.00
144.00
32.35
0.28
2.17
2.94
578.60 CMS
Min
0.00
0.00
12.20
5.00
65.80
449.25
105.84
33.40
0.00
0.00
0.00
0.98
0.00 CMS
Runoff
0.16
7.89
121.01
182.43
900.69
1233.68
673.00
237.86
16.38
0.22
1.54
6.04
3380.88 MCM
520.60
Runoff Yield
27.55
134.141
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 115.84 m. (MSL), at 06.00 Hours, on Oct 27, 2011
Momentary Peak