Basic HTML Version
703
400
500
600
Flow ‐ CMS
Flow of Khlong Ta Kuaw Pa (X.187)
at Ban Hin Dan
Water Year 2014
200
300
0
100
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
0.38
15.00
21.00
63.60
276.50
66.80
49.20
46.80
11.20
5.00
10.00
8.00
2
0.53
20.40
33.00
60.40
167.00
51.60
52.80
63.60
10.80
5.00
10.00
8.00
3
0.45
24.00
22.80
43.20
97.00
40.00
80.80
66.80
11.60
5.00
9.20
8.00
4
0.45
22.80
37.00
49.20
86.20
39.00
232.70
102.40
12.60
5.00
9.20
8.00
5
0.45
21.60
46.80
44.40
152.00
37.00
456.00
57.20
12.60
5.00
9.20
8.00
6
0.68
15.60
140.80
40.00
167.00
40.00
450.00
43.20
11.60
5.00
9.20
8.00
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
0.45
12.00
50.40
48.00
343.00
51.60
448.00
42.00
11.60
6.50
9.20
8.00
8
0.38
12.00
39.00
132.40
251.80
50.40
546.20
40.00
11.60
10.00
9.20
8.00
9
0.38
12.00
29.60
142.20
168.50
153.50
320.20
41.00
11.60
10.00
9.20
8.00
10
0.38
18.00
22.20
136.60
131.00
316.40
220.80
21.00
11.60
11.60
8.80
8.00
11
0.38
20.40
21.00
75.40
97.00
156.50
161.00
21.00
11.60
24.00
8.80
8.00
12
0.38
18.00
322.10
75.40
86.20
138.00
139.40
16.20
11.60
21.00
8.80
8.00
13
0.45
12.00
241.20
102.40
66.80
153.50
80.80
16.20
10.40
21.00
8.80
8.00
14
0.45
12.00
191.60
132.40
58.80
291.70
118.60
15.00
10.40
19.80
8.80
8.00
15
0 45
18 00
118 60
201 20
51 60
468 00
66 80
11 20
10 40
19 80
8 80
8 00
.
.
.
.
.
.
.
.
.
.
.
.
16
0.98
18.00
196.40
180.50
51.60
539.80
62.00
10.40
10.00
15.00
8.80
8.00
17
1.57
27.20
286.00
162.50
42.00
470.00
60.40
8.40
10.00
15.00
8.80
8.00
18
0.90
102.40
140.80
265.10
42.00
272.70
54.00
8.40
9.20
15.00
8.80
8.00
19
2.62
102.40
80.80
147.80
50.40
176.00
54.00
8.80
9.20
15.00
8.80
8.00
20
0.90
28.80
49.20
129.60
42.00
126.80
60.40
7.40
9.20
13.80
8.80
8.00
21
0.23
18.00
43.20
70.00
42.00
86.20
51.60
7.40
9.20
13.80
8.80
8.00
22
0.75
12.00
176.00
60.40
40.00
70.00
42.00
7.40
7.70
13.80
8.40
8.00
23
2.10
18.00
173.00
51.60
40.00
97.00
40.00
6.50
7.70
12.60
8.40
8.00
24
2.92
21.00
149.20
86.20
51.60
66.80
40.00
7.40
7.70
12.60
8.40
8.00
25
1.87
12.00
146.40
282.20
66.80
62.00
38.00
8.40
6.50
12.00
8.40
8.00
26
2.40
28.00
80.80
490.00
128.20
52.80
38.00
17.40
6.50
11.60
8.40
8.00
27
2.10
24.00
52.80
293.60
210.80
48.00
42.00
18.60
5.90
10.40
8.40
8.00
28
2.02
54.00
51.60
188.40
225.90
42.00
48.00
11.20
5.90
8.00
8.00
8.00
29
6.50
33.00
50.40
196.40
149.20
42.00
54.00
11.60
5.30
7.40
8.00
30
7.70
15.60
43.20
198.00
70.00
42.00
48.00
11.20
5.30
7.70
8.00
31
12.00
384.00
70.00
48.00
5.00
7.70
8.00
----------
--------------
Total
42 20
780 20
3056 90
4533 10
3522 90
4248 10
4203 70
754 10
291 50
365 10
248 40
248 00 22294 20 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.41
25.17
101.90
146.23
113.64
141.60
135.60
25.14
9.40
11.78
8.87
8.00
61.08 CMS
Max
7.70
102.40
322.10
490.00
343.00
539.80
546.20
102.40
12.60
24.00
10.00
8.00
546.20 CMS
Min
0.23
12.00
21.00
40.00
40.00
37.00
38.00
6.50
5.00
5.00
8.00
8.00
0.23 CMS
Runoff
3.65
67.41
264.12
391.66
304.38
367.04
363.20
65.15
25.19
31.55
21.46
21.43
1926.22 MCM
607.40 CMS. at 8.08 m. (MSL.) at 18.00 Hours , on Sep 16 , 2014
Runoff Yield
111.87
1112.454
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak