Basic HTML Version
37
120
140
160
180
Flow ? CMS
Flow of Huai Luang (Kh.103)
at Ban Non Toom
Water Year 2011
60
80
100
0
20
40
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
2.43
0.53
0.96
2.60
44.40
54.30
47.40
3.41
0.64
0.81
0.47
1.30
2
2.32
1.62
0.81
2.67
61.40
54.30
46.20
3.97
0.64
0.68
0.47
1.20
3
2.15
3.23
0.68
2.92
70.20
55.00
48.70
2.43
0.53
0.47
0.47
1.17
4
2.00
3.05
1.97
3.65
74.00
55.00
51.50
1.34
0.41
0.35
0.47
1.20
5
1.97
2.22
3.02
4.32
74.00
54.30
52.90
1.20
0.38
0.38
0.41
1.20
6
1.90
1.20
3.69
3.41
70.20
55.80
52.20
1.24
0.35
0.38
0.35
1.24
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
1.90
1.02
7.92
2.46
66.20
58.20
51.50
1.17
0.35
0.35
0.35
1.34
8
1.83
0.78
18.20
1.73
58.20
61.40
48.00
1.02
0.32
0.35
0.35
1.45
9
1.73
0.64
24.16
1.09
45.00
69.40
44.40
0.78
0.35
0.32
0.35
1.48
10
1.73
0.53
22.48
0.89
36.50
79.00
37.40
1.20
0.35
0.32
0.35
1.73
11
1.45
0.47
16.10
1.20
30.80
84.16
31.80
2.77
0.35
0.32
0.38
2.50
12
1.38
0.44
7.60
0.85
26.68
79.00
27.88
9.36
0.32
0.29
0.44
3.82
13
1.27
0.47
4.08
0.85
22.48
77.00
26.08
5.44
0.20
0.29
0.47
8.72
14
1.09
0.44
3.51
0.81
17.30
78.00
21.40
1.76
0.20
0.29
0.50
3.69
15
1 06
0 50
3 05
0 85
15 20
98 38
18 00
1 30
0 32
0 29
0 68
2 84
.
.
.
.
.
.
.
.
.
.
.
.
16
0.92
0.44
2.50
1.24
18.50
152.10
17.00
1.17
0.60
0.26
0.75
2.81
17
0.89
0.38
2.11
1.55
22.96
162.30
19.50
1.09
0.64
0.29
0.64
2.53
18
1.09
0.75
1.76
1.73
29.40
144.20
20.90
1.02
0.57
0.29
0.53
2.25
19
1.06
1.17
1.58
1.90
36.80
118.92
20.30
0.96
0.53
0.29
0.68
1.94
20
1.06
2.81
1.34
1.76
50.10
103.12
16.60
0.89
0.68
0.29
0.78
1.66
21
1.09
3.54
1.02
1.90
57.40
88.90
11.28
0.81
0.85
0.20
0.71
1.30
22
0.99
2.64
0.81
2.81
63.80
82.58
9.44
0.78
1.09
0.20
0.78
1.06
23
0.85
2.60
0.75
2.88
64.60
76.00
8.24
0.75
1.02
0.20
0.81
0.99
24
0.85
2.46
1.24
4.48
61.40
69.40
7.44
0.68
0.89
0.23
0.81
0.99
25
0.85
2.53
2.39
2.43
55.80
64.60
7.36
0.78
0.99
0.23
0.92
0.99
26
0.60
4.00
2.18
5.44
46.20
60.60
6.24
0.71
0.96
0.20
1.06
0.85
27
0.50
3.26
2.46
6.32
42.60
52.20
3.82
0.71
0.92
0.23
1.20
0.81
28
0.44
2.46
2.39
6.80
44.40
47.40
3.23
0.71
0.96
0.23
1.30
0.85
29
0.38
1.86
2.46
18.80
48.70
46.80
2.53
0.64
0.85
0.23
1.38
0.99
30
0.38
1.27
2.56
16.70
52.90
46.80
2.07
0.64
0.85
0.23
1.13
31
1.06
25.36
54.30
1.86
0.85
0.35
0.96
----------
--------------
Total
38 16
50 37
145 78
132 40
1462 42
2329 16
763 17
50 73
18 96
9 84
18 86
56 99
5076 84 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.27
1.62
4.86
4.27
47.17
77.64
24.62
1.69
0.61
0.32
0.65
1.84
13.87 CMS
Max
2.43
4.00
24.16
25.36
74.00
162.30
52.90
9.36
1.09
0.81
1.38
8.72
162.30 CMS
Min
0.38
0.38
0.68
0.81
15.20
46.80
1.86
0.64
0.20
0.20
0.35
0.81
0.20 CMS
Runoff
3.30
4.35
12.60
11.44
126.35
201.24
65.94
4.38
1.64
0.85
1.63
4.92
438.64 MCM
166.90 CMS. at 172.03 m. (MSL.) at 03.00 Hours , on Sep 17 , 2011
Runoff Yield
11.23
135.142
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak