Basic HTML Version
169
250
300
350
Flow ‐ CMS
Flow of Lam Dom Yai (M.170)
at Ban Kham Samran
Water Year 2014
100
150
200
0
50
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
0.32
0.44
0.38
93.60
269.85
98.40
86.00
47.60
7.30
2.90
0.75
0.60
2
0.65
0.70
0.32
84.20
286.35
129.20
88.40
46.10
6.50
2.70
0.70
0.50
3
0.60
0.75
0.26
57.20
284.70
153.28
89.30
52.10
5.00
2.70
0.65
0.47
4
0.55
1.60
0.26
40.80
268.75
168.16
73.10
54.80
3.80
2.70
0.60
0.44
5
0.55
3.90
0.18
33.80
257.50
190.72
60.50
41.60
3.90
2.60
0.55
0.44
6
0.50
4.90
0.18
32.80
248.50
212.00
54.50
35.80
7.40
2.50
0.55
0.41
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
0.60
3.70
0.16
41.80
249.50
208.00
57.80
32.40
7.20
2.30
0.60
0.44
8
0.75
2.90
0.14
48.20
249.50
190.72
95.20
31.20
7.20
2.10
0.65
0.47
9
1.40
3.60
0.20
61.70
244.50
169.12
92.80
28.40
6.70
2.70
0.65
0.50
10
1.20
4.20
0.85
61.70
235.00
125.60
82.10
26.20
5.90
2.50
0.70
0.50
11
1.20
3.20
1.60
45.20
217.00
87.80
66.50
24.40
5.80
1.90
0.70
0.50
12
1.40
2.30
1.80
37.80
183.52
76.10
53.60
25.80
5.80
1.90
0.70
0.47
13
1.70
1.80
1.70
34.80
129.60
79.70
44.60
27.00
5.60
2.30
0.65
0.44
14
3.40
1.20
2.40
35.20
82.40
87.20
38.80
23.60
5.40
2.00
0.60
0.41
15
4 00
0 85
2 70
50 60
58 70
91 10
34 80
20 60
5 40
1 90
0 60
0 41
.
.
.
.
.
.
.
.
.
.
.
.
16
4.30
0.70
3.00
91.10
50.00
108.80
30.40
19.40
5.30
1.80
0.55
0.41
17
3.80
0.70
3.30
93.20
48.20
118.40
28.80
17.20
5.10
1.70
0.55
0.41
18
2.20
0.80
2.80
94.80
46.70
117.20
27.00
15.40
4.80
1.60
0.55
0.38
19
1.70
0.95
2.50
102.80
41.80
95.20
25.20
14.40
4.80
1.40
0.50
0.38
20
1.20
0.95
3.60
112.40
37.00
75.20
25.40
13.20
4.40
1.10
0.50
0.41
21
0.95
1.10
10.00
106.80
33.20
61.10
41.80
13.20
4.20
1.00
0.47
0.55
22
0.85
0.90
15.20
112.80
31.80
52.40
42.40
12.60
4.20
0.95
0.47
0.65
23
0.75
0.70
22.80
162.88
30.40
61.10
41.80
11.60
4.20
0.95
0.47
0.70
24
0.70
0.70
53.30
235.00
28.80
83.60
46.10
10.40
4.10
0.90
0.47
0.70
25
0.60
0.60
70.10
260.00
27.20
84.80
60.20
9.40
4.10
0.90
0.47
0.60
26
0.55
0.60
63.20
268.20
45.20
88.10
67.70
8.60
4.00
0.85
0.50
0.47
27
0.50
0.60
59.60
264.00
128.40
101.60
63.20
7.70
3.80
0.85
0.80
0.38
28
0.47
0.60
40.80
249.50
147.60
89.60
63.80
9.80
3.60
0.85
0.75
0.32
29
0.47
0.47
40.20
238.50
151.36
71.90
65.90
8.20
2.90
0.80
0.26
30
0.44
0.47
79.70
249.50
140.80
73.10
61.10
8.40
2.70
0.80
0.18
31
0.41
260.50
113.60
50.60
2.70
0.80
0.16
----------
--------------
Total
38 30
47 29
483 23
3661 38
4367 43
3349 20
1759 40
697 10
153 80
52 95
16 70
13 96 14640 74 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.28
1.53
16.11
118.11
140.88
111.64
56.75
23.24
4.96
1.71
0.60
0.45
40.11 CMS
Max
4.30
4.90
79.70
268.20
286.35
212.00
95.20
54.80
7.40
2.90
0.80
0.70
286.35 CMS
Min
0.32
0.41
0.14
32.80
27.20
52.40
25.20
7.70
2.70
0.80
0.47
0.16
0.14 CMS
Runoff
3.31
4.09
41.75
316.34
377.35
289.37
152.01
60.23
13.29
4.58
1.44
1.21
1264.96 MCM
287.45
Runoff Yield
22.99
164.728
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 132.09 m. (MSL.), at 12.00 Hours, on Aug 2, 2014
Momentary Peak