705
120
140
160
180
Flow ‐ CMS
Flow of Khlong Rommanee (X.188A)
at Ban Rommanee
Water Year 2014
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
4.50
2.50
4.25
21.20
69.20
26.45
27.15
16.40
10.70
6.20
5.00
3.75
2
4.50
3.00
4.75
19.10
50.25
24.70
36.60
26.10
9.80
5.90
4.75
4.25
3
4.00
3.00
6.20
15.80
40.80
22.60
37.30
23.30
9.50
5.90
4.75
3.75
4
5.00
3.50
6.80
18.75
38.70
20.50
70.80
19.45
9.20
5.60
4.75
3.75
5
5.60
2.75
14.90
15.80
43.60
20.15
138.00
17.70
8.90
5.90
4.75
3.75
6
4.50
3.00
15.80
14.30
67.60
23.65
133.50
16.40
8.60
5.90
4.75
3.75
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
5.90
2.75
9.20
18.40
99.30
23.65
140.70
15.50
8.60
7.40
4.50
4.25
8
7.40
2.50
8.00
34.85
65.60
24.70
138.45
15.50
8.60
7.10
4.50
4.50
9
5.00
3.00
6.50
37.65
51.65
62.00
82.80
19.10
8.90
6.20
4.50
4.00
10
5.30
4.50
5.30
35.20
42.55
67.20
60.40
15.80
8.30
6.50
4.50
3.75
11
5.60
4.75
5.30
27.15
36.95
43.60
48.50
15.20
8.00
8.60
4.50
3.50
12
6.50
3.25
80.40
27.50
32.75
37.30
40.80
14.00
7.70
6.50
4.50
3.50
13
4.75
3.00
43.25
27.85
28.90
56.00
34.85
13.40
7.40
6.20
4.50
3.50
14
4.75
2.75
40.45
31.35
26.45
81.60
30.65
13.10
8.30
6.50
4.25
3.50
15
5 00
4 50
20 15
50 95
29 25
140 70
27 15
12 80
8 00
6 20
4 25
3 25
.
.
.
.
.
.
.
.
.
.
.
.
16
5.00
7.70
69.60
47.10
26.45
168.00
24.35
12.50
7.40
6.20
4.25
3.25
17
4.50
9.50
58.80
48.50
23.30
122.25
24.70
11.90
7.40
6.20
4.25
3.25
18
4.50
13.70
27.15
56.40
22.95
74.80
22.25
11.60
7.40
5.90
4.50
3.25
19
3.75
6.50
18.75
38.00
21.55
55.60
21.90
11.60
7.10
5.90
4.25
3.25
20
2.75
4.50
15.20
30.65
20.50
46.40
20.50
11.30
7.10
5.90
5.90
3.25
21
2.75
3.75
12.80
27.15
19.45
39.40
17.70
11.00
7.10
5.90
4.50
3.25
22
2.75
6.20
50.60
23.65
18.75
36.60
17.00
10.70
6.80
5.90
4.25
3.25
23
3.50
8.00
40.10
21.20
20.50
35.90
16.40
11.00
6.80
5.60
4.00
3.25
24
4.25
6.80
37.30
41.85
27.85
31.70
15.80
10.70
6.50
5.60
4.00
3.25
25
4.50
5.30
31.00
78.80
27.15
28.55
17.00
10.40
6.50
5.60
4.00
3.25
26
3.75
5.30
22.60
91.65
25.75
25.75
16.10
11.60
7.40
5.60
4.00
3.25
27
3.00
10.10
18.05
82.00
71.60
23.65
17.35
13.40
7.70
5.30
3.75
3.00
28
2.50
8.30
15.80
50.95
47.80
22.95
19.10
11.30
7.10
5.30
3.75
3.00
29
2.50
5.00
17.35
58.00
36.95
27.15
18.75
10.40
6.80
5.30
3.00
30
2.50
4.25
16.40
46.05
32.40
26.45
17.70
11.00
6.50
5.00
3.25
31
3.75
107.85
29.25
16.70
6.20
5.00
3.50
----------
--------------
Total
130 80
157 40
722 75
1245 65
1195 75
1439 95
1350 95
424 15
242 30
186 80
124 15
108 25
7328 90 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
4.36
5.08
24.09
40.18
38.57
48.00
43.58
14.14
7.82
6.03
4.43
3.49
20.08 CMS
Max
7.40
13.70
80.40
107.85
99.30
168.00
140.70
26.10
10.70
8.60
5.90
4.50
168.00 CMS
Min
2.50
2.50
4.25
14.30
18.75
20.15
15.80
10.40
6.20
5.00
3.75
3.00
2.50 CMS
Runoff
11.30
13.60
62.45
107.62
103.31
124.41
116.72
36.65
20.94
16.14
10.73
9.35
633.22 MCM
208.00 CMS. at 18.04 m. (MSL.) at 14.00 Hours , on Sep 16 , 2014
Runoff Yield
86.55
895.394
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak