Basic HTML Version
99
140
160
Flow ‐ CMS
Flow of Lam Pao (E.65)
at Ban Tha Hai
W Y 2013
80
100
120
ater ear
0
20
40
60
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
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
--------------
1
0.60
0.00
4.36
4.96
46.04
2.36
112.16
28.48
7.84
4.60
1.70
0.20
2
0.50
0.00
4.54
4.84
37.76
1.94
98.96
33.44
7.72
4.48
1.64
0.20
3
0.50
0.00
4.60
4.72
30.90
1.76
87.52
33.44
7.60
4.42
1.58
0.30
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Discharge in Cubic Meter per Second , Water Year April 1, 2013 to March 31, 2014
MAR
FEB
JAN
NOV
DEC
OCT
SEP
APR
MAY
JUN
JUL
AUG
4
0.40
0.00
4.72
4.66
23.42
1.64
75.56
30.90
7.48
4.36
1.54
0.40
5
0.40
0.00
4.96
4.60
18.92
1.56
48.20
29.14
7.48
4.30
1.50
0.50
6
0.30
0.00
5.26
4.54
26.72
2.56
22.10
26.94
7.36
4.18
1.46
0.60
7
0.30
0.00
5.38
4.54
32.00
3.96
15.40
23.86
7.24
4.00
1.42
0.60
8
0.20
0.20
5.32
4.66
46.04
3.72
13.32
19.72
7.12
3.88
1.38
0.70
9
0.20
0.50
5.32
4.84
52.40
3.28
12.76
14.44
7.12
3.76
1.32
0.80
10
0.20
0.80
5.32
5.32
57.68
7.36
12.28
10.36
7.00
3.60
1.28
0.90
11
0.20
1.10
5.44
5.74
67.28
45.68
12.04
9.28
7.00
3.48
1.24
1.00
12
0.10
1.14
5.56
6.04
73.52
66.80
11.68
9.04
6.94
3.40
1.18
1.02
13
0.10
1.10
5.68
6.70
73.52
81.28
11.44
9.16
6.94
3.32
1.14
1.02
14
0.00
1.04
5.74
7.72
74.52
81.80
11.08
9.16
6.94
3.24
1.10
1.02
15
0.00
0.90
5.68
8.68
60.56
54.32
10.72
9.04
6.94
3.16
1.06
1.02
16
0.00
0.80
5.68
9.04
51.92
46.40
10.72
8.92
6.94
3.04
1.00
1.02
17
0.00
1.12
5.62
10.72
31.34
66.32
11.68
8.68
6.88
2.92
0.80
1.02
18
0.00
1.46
5.50
11.20
17.64
77.12
12.28
8.68
6.82
2.76
0.50
1.02
19
0.00
1.60
5.44
11.20
10.84
76.60
12.28
8.56
6.70
2.56
0.30
1.02
20
0.00
1.70
5.44
12.40
7.36
74.52
12.16
8.56
6.64
2.44
0.20
1.02
21
0.00
1.76
5.38
17.32
5.20
81.28
11.68
8.44
6.58
2.36
0.00
1.02
22
0.00
1.86
5.38
20.36
3.68
104.48
11.08
8.32
6.46
2.28
0.00
1.02
23
0.00
2.16
5.38
25.18
2.88
98.44
10.48
8.20
6.28
2.16
0.00
1.02
24
0.00
2.40
5.38
30.90
2.36
65.84
10.12
8.08
6.16
2.00
0.00
1.02
25
0.00
2.60
5.32
42.80
2.12
30.68
9.76
8.08
6.10
1.94
0.00
1.02
26
0.00
2.80
5.26
33.08
1.90
32.72
12.04
8.08
5.98
1.88
0.00
1.02
27
0.00
3.16
5.26
29.58
1.96
95.84
22.98
8.08
5.80
1.82
0.10
1.02
28
0.00
3.32
5.14
24.74
2.40
131.36
26.50
8.08
5.62
1.80
0.20
1.02
29
0.00
3.40
5.08
21.44
2.52
135.60
27.38
8.08
5.38
1.78
1.00
30
0 00
3 56
5 02
23 42
2 36
125 60
26 94
7 96
5 20
1 76
1 00
.
.
.
.
.
.
.
.
.
.
.
31
4.18
29.36
2.44
26.50
4.96
1.72
1.00
----------
--------------
Total
4.00
44.66
158.16
435.30
870.20
1602.82
809.80
421.20
207.22
93.40
23.64
26.54
4696.94 CMSDAY
Mean
0.13
1.44
5.27
14.04
28.07
53.43
26.12
14.04
6.68
3.01
0.84
0.86
12.87 CMS
Max
0.60
4.18
5.74
42.80
74.52
135.60
112.16
33.44
7.84
4.60
1.70
1.02
135.60 CMS
Min
0.00
0.00
4.36
4.54
1.90
1.56
9.76
7.96
4.96
1.72
0.00
0.20
0.00 CMS
Runoff
0.35
3.86
13.67
37.61
75.19
138.48
69.97
36.39
17.90
8.07
2.04
2.29
405.82 MCM
137.04
Runoff Yield
5.99
63.769
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
CMS, at 165.07 m. (MSL.), at 05.00 Hours, on Sep 29, 2013
Momentary Peak