Basic HTML Version
29
400
500
600
Flow ? CMS
Flow of Huai Bang Sai (Kh.92)
at Ban Kan Luang Dong
Water Year 2011
200
300
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
0.50
0.50
0.50
56.86
173.10
92.28
21.52
10.80
1.40
0.00
0.00
0.00
2
0.50
0.50
0.90
288.00
280.08
74.58
22.36
11.20
1.40
0.00
0.00
0.00
3
0.50
0.50
1.00
282.24
252.50
91.80
92.76
10.40
1.20
0.00
0.00
0.00
4
0.50
0.70
2.00
40.28
102.36
217.32
60.22
9.80
1.30
0.00
0.00
0.00
5
0.50
0.70
7.20
19.00
54.34
183.02
36.20
9.60
1.00
0.00
0.00
0.00
6
0.50
0.90
10.40
10.80
50.56
149.60
29.74
8.80
1.20
0.00
0.00
0.00
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
0.50
1.50
4.80
9.20
183.02
137.68
16.48
7.80
0.90
0.00
0.00
0.00
8
0.50
3.80
2.80
8.20
253.90
94.68
15.36
6.80
0.90
0.00
0.00
0.00
9
0.50
5.20
2.00
7.40
190.46
155.60
17.04
6.40
0.90
0.00
0.00
0.00
10
0.50
5.80
4.20
33.82
216.64
133.04
15.36
6.40
0.90
0.00
0.00
0.00
11
0.50
4.80
6.40
30.76
169.40
118.54
14.80
6.80
0.70
0.40
0.20
0.00
12
0.50
5.00
4.80
30.08
122.02
149.00
18.72
6.00
0.70
0.40
0.20
0.00
13
0.50
9.60
4.20
46.36
60.64
117.38
26.00
5.60
0.70
0.20
0.20
0.00
14
0.50
16.20
3.80
80.56
77.80
83.32
63.58
5.00
0.70
0.20
0.00
0.20
15
0 50
28 04
3 80
89 40
137 10
98 52
64 46
4 80
0 40
0 00
0 00
0 40
.
.
.
.
.
.
.
.
.
.
.
.
16
0.50
32.12
4.60
76.88
179.30
133.04
34.50
4.60
0.40
0.00
0.00
0.70
17
0.50
30.76
8.00
37.22
184.26
202.36
27.02
4.40
0.40
0.00
0.00
0.70
18
0.50
30.08
13.96
28.38
147.80
246.90
28.72
4.40
0.20
0.00
0.00
0.40
19
0.50
27.02
13.40
23.76
298.80
153.20
25.16
3.80
0.20
0.00
0.00
0.40
20
0.50
21.24
14.24
17.60
500.14
104.28
20.96
3.40
0.20
0.20
0.00
0.40
21
0.50
13.68
14.80
78.72
330.36
90.36
19.84
2.80
0.00
0.40
0.00
0.70
22
0.50
11.00
9.20
171.86
173.72
59.80
18.16
2.80
0.20
0.40
0.00
0.70
23
0.60
3.40
4.80
123.76
127.24
54.76
17.04
2.60
0.50
0.40
0.00
0.70
24
0.60
1.40
3.00
100.44
92.76
44.26
16.48
1.90
0.00
0.40
0.00
0.40
25
0.60
1.00
2.40
68.60
81.48
34.50
16.48
1.90
0.00
0.20
0.00
0.40
26
0.60
0.70
2.40
45.52
69.52
33.14
14.80
1.70
0.00
0.20
0.00
0.40
27
0.60
0.70
1.90
37.90
71.36
33.82
11.80
1.70
0.00
0.00
0.00
0.40
28
0.60
0.70
2.20
67.68
62.32
35.86
10.80
1.70
0.00
0.00
0.00
0.40
29
0.60
0.40
5.20
37.22
69.98
23.76
10.80
1.40
0.00
0.00
0.00
0.40
30
0.60
0.40
11.20
57.70
81.02
23.76
10.80
1.40
0.00
0.00
0.40
31
0.40
147.80
135.36
10.40
0.00
0.00
0.40
----------
--------------
Total
15 80
258 74
170 10
2154 00
4929 34
3170 16
808 36
156 70
16 40
3 40
0 60
8 50 11692 10 CMSDAY
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.
Mean
0.53
8.35
5.67
69.48
159.01
105.67
26.08
5.22
0.53
0.11
0.02
0.27
31.95 CMS
Max
0.60
32.12
14.80
288.00
500.14
246.90
92.76
11.20
1.40
0.40
0.20
0.70
500.14 CMS
Min
0.50
0.40
0.50
7.40
50.56
23.76
10.40
1.40
0.00
0.00
0.00
0.00
0.00 CMS
Runoff
1.37
22.36
14.70
186.11
425.90
273.90
69.84
13.54
1.42
0.29
0.05
0.73
1010.20 MCM
522.58 CMS. at 157.29 m. (MSL.) at 08.00 Hours , on Aug 20 , 2011
Runoff Yield
28.55
467.006
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak