Basic HTML Version
665
200
250
Flow ? CMS
Flow of Khlong Lam (X.170)
at Ban Khlong Lam
Water Year 2011
100
150
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
62.04
6.75
4.25
4.00
3.50
4.75
7.75
41.61
25.20
119.70
57.60
5.50
2
55.20
6.50
5.25
3.50
3.25
4.25
7.75
20.25
15.20
187.00
25.65
5.00
3
52.20
6.25
5.75
3.75
3.75
3.75
8.25
13.20
18.00
147.60
18.90
5.00
4
38.55
7.75
5.00
4.50
3.25
4.75
7.50
10.80
18.45
65.88
18.45
5.00
5
31.95
6.50
4.50
3.75
3.25
4.00
8.00
13.20
15.60
39.57
18.90
14.00
6
27.45
6.50
4.25
3.50
3.25
3.25
7.75
10.80
13.60
30.15
14.40
13.60
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
26.55
6.75
4.00
3.50
3.00
3.25
6.75
8.50
12.40
24.75
11.60
6.50
8
23.40
6.00
4.25
3.25
3.00
3.25
6.00
7.50
11.20
22.05
10.00
6.50
9
19.35
5.75
4.00
3.25
2.75
3.25
6.75
7.00
16.00
18.90
9.25
6.25
10
16.80
5.75
4.00
3.25
2.50
3.25
5.50
6.75
11.20
29.70
8.50
6.75
11
15.60
5.75
5.75
3.00
2.50
47.40
6.00
7.75
23.85
24.30
8.25
6.00
12
14.00
5.75
4.25
4.00
3.75
63.32
5.25
7.75
27.90
36.00
8.00
5.50
13
12.80
5.75
5.50
4.50
3.25
16.40
5.00
7.00
24.30
36.51
7.75
5.00
14
11.20
5.50
5.50
3.75
2.75
9.25
4.75
35.10
16.00
62.04
7.50
4.75
15
10 80
5 25
4 50
4 25
2 75
7 50
4 25
32 40
15 60
189 00
7 00
4 25
.
.
.
.
.
.
.
.
.
.
.
.
16
10.40
6.25
5.50
5.50
2.50
6.50
4.25
29.70
97.20
49.20
6.75
4.00
17
9.50
6.25
4.50
4.00
3.00
5.75
4.25
16.40
125.10
40.59
6.25
4.00
18
9.25
5.50
4.25
3.75
3.00
5.75
4.00
12.80
74.70
30.60
6.25
4.00
19
11.20
5.50
4.25
3.25
2.75
5.75
4.00
10.40
48.60
33.30
8.50
4.00
20
10.80
5.75
4.25
3.25
3.75
7.50
4.50
14.80
42.12
48.60
6.25
4.00
21
9.00
7.25
4.25
3.25
6.50
6.00
4.25
51.00
29.25
29.70
6.00
4.00
22
8.25
5.75
4.00
3.25
5.00
6.75
4.50
114.60
32.85
27.00
6.00
3.75
23
7.75
5.00
4.00
3.25
5.00
5.50
4.00
150.30
24.75
20.25
5.75
3.75
24
7.75
5.00
3.75
5.25
3.75
5.00
4.75
187.00
27.45
16.80
5.75
3.75
25
7.25
4.75
3.75
4.00
3.25
4.50
4.75
199.30
41.61
14.40
5.50
3.50
26
7.25
4.75
3.75
4.25
6.50
6.75
10.00
101.00
52.20
12.80
5.25
3.50
27
7.25
5.00
2.00
4.00
7.00
8.25
8.25
71.00
39.06
11.60
5.00
7.50
28
7.00
4.50
3.50
3.75
8.75
6.25
13.20
47.40
28.80
10.00
7.75
5.75
29
7.00
4.50
3.75
4.75
10.80
8.50
13.20
36.51
22.95
9.75
12.00
4.00
30
7.25
4.25
4.00
4.00
7.75
8.75
37.02
30.15
28.80
14.00
3.75
31
4.25
3.50
5.50
38.04
32.40
42.63
3.75
----------
--------------
Total
544 79
176 75
130 25
118 75
131 30
279 12
260 21
1301 97
1012 34
1444 37
324 75
166 60
5891 20 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
18.16
5.70
4.34
3.83
4.24
9.30
8.39
43.40
32.66
46.59
11.20
5.37
16.10 CMS
Max
62.04
7.75
5.75
5.50
10.80
63.32
38.04
199.30
125.10
189.00
57.60
14.00
199.30 CMS
Min
7.00
4.25
2.00
3.00
2.50
3.25
4.00
6.75
11.20
9.75
5.00
3.50
2.00 CMS
Runoff
47.07
15.27
11.25
10.26
11.34
24.12
22.48
112.49
87.47
124.79
28.06
14.39
509.00 MCM
381.80 CMS. at 24.56 m. (MSL.) at 04.00 Hours , on Jan 15 , 2011
Runoff Yield
62.39
1479.845
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak