Basic HTML Version
87
500
600
700
Flow ? CMS
Flow of Lam Nam Yang (E.70)
at Ban Kut Kwang
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
0.50
0.86
3.16
263.60
171.00
73.92
12.06
3.52
12.06
4.24
0.84
2
0.20
0.50
0.86
7.22
195.60
189.00
77.96
11.84
3.52
10.74
4.12
0.84
3
0.20
0.50
0.92
38.28
227.90
201.00
116.66
11.18
3.52
10.74
4.00
0.84
4
0.20
0.50
0.92
52.34
238.40
208.20
125.30
10.08
3.52
10.74
3.88
0.84
5
0.20
0.50
0.96
50.44
205.80
318.20
112.34
9.86
3.52
10.74
3.76
0.84
6
0.20
0.50
1.48
37.90
141.44
386.60
86.60
9.86
3.52
9.86
3.52
0.84
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
0.20
0.48
1.72
16.02
141.44
392.20
67.32
9.20
3.52
9.64
3.28
0.84
8
0.20
0.48
2.08
7.22
207.60
367.40
52.34
8.54
3.52
9.64
3.28
0.84
9
0.20
0.48
1.96
4.96
332.20
376.20
43.60
8.10
3.52
9.64
2.68
0.84
10
0.18
0.48
2.92
4.84
545.40
457.80
35.28
7.44
3.52
9.64
1.72
0.84
11
0.18
0.48
3.04
4.72
609.40
516.10
33.12
6.88
3.40
7.66
1.36
0.84
12
0.18
0.70
2.80
5.08
444.00
518.40
40.18
6.76
3.40
7.44
1.12
0.84
13
0.18
0.76
3.04
7.44
451.00
479.50
76.56
6.40
3.40
7.44
1.12
0.84
14
0.18
0.90
3.64
13.16
439.00
428.00
130.80
5.80
3.40
7.44
1.12
0.84
15
0 18
0 90
4 00
25 20
422 60
392 20
187 20
5 56
3 40
7 44
1 12
0 84
.
.
.
.
.
.
.
.
.
.
.
.
16
0.18
0.98
3.88
36.00
409.00
368.20
188.40
5.32
3.40
7.44
1.12
0.84
17
0.18
0.90
3.28
44.36
377.80
337.00
150.96
5.20
3.40
7.44
1.12
0.84
18
0.18
0.88
3.88
51.58
344.20
309.80
139.76
5.08
3.40
7.44
1.12
0.84
19
0.18
0.88
4.60
48.92
355.40
276.90
95.24
5.08
3.40
7.44
1.12
0.84
20
0.18
0.96
4.84
36.38
390.60
248.90
68.20
5.08
3.40
7.44
1.00
0.84
21
0.18
1.12
4.36
25.20
435.00
262.20
51.58
4.84
3.28
6.16
1.00
0.84
22
0.18
1.48
2.44
140.32
590.20
283.90
42.46
4.48
3.28
6.04
0.98
0.84
23
0.18
1.72
1.72
214.80
526.20
269.20
36.38
4.24
3.28
6.04
0.96
0.84
24
0.22
1.36
1.84
202.20
456.40
234.20
29.88
4.00
3.28
6.04
0.94
0.84
25
0.22
0.98
1.96
252.40
418.60
205.80
26.64
4.12
3.28
6.04
0.92
0.84
26
0.20
0.96
1.96
328.20
314.70
180.00
22.32
4.12
3.28
5.44
0.90
0.84
27
0.44
0.98
1.96
300.00
209.40
154.32
19.08
3.88
3.28
5.44
0.88
0.84
28
0.50
1.00
1.96
231.40
187.20
131.92
17.56
3.76
3.28
4.84
0.86
0.84
29
0.60
1.12
1.96
178.80
175.80
107.48
16.02
3.52
3.28
4.84
0.84
0.84
30
0.42
1.24
1.84
141.44
156.60
82.28
14.70
3.52
3.28
4.24
0.84
31
1.36
152.64
139.76
13.38
3.28
4.24
0.84
----------
--------------
Total
6 92
26 58
73 68
2662 62 10352 24
8853 90
2191 74
195 80
105 28
237 42
54 08
26 04 24786 30 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
0.23
0.86
2.46
85.89
333.94
295.13
70.70
6.53
3.40
7.66
1.86
0.84
67.72 CMS
Max
0.60
1.72
4.84
328.20
609.40
518.40
188.40
12.06
3.52
12.06
4.24
0.84
609.40 CMS
Min
0.18
0.48
0.86
3.16
139.76
82.28
13.38
3.52
3.28
4.24
0.84
0.84
0.18 CMS
Runoff
0.60
2.30
6.37
230.05
894.43
764.98
189.37
16.92
9.10
20.51
4.67
2.25
2141.54 MCM
658.80
Runoff Yield
25.58
248.886
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 140.92 m. (MSL), at 12.00 Hours, on Aug 22, 2011
Momentary Peak