Basic HTML Version
317
1000
1200
Flow ‐ CMS
Flow of Yom River (Y.33)
at Ban Khlong Tan
Water Year 2012
400
600
800
0
200
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
3.40
0.00
359.90
30.60
164.40
443.00
293.45
4.40
40.20
2.15
2.10
0.00
2
4.00
31.30
255.80
30.95
131.20
318.50
283.25
4.50
26.00
1.65
1.70
0.00
3
3.90
52.15
215.80
25.35
112.60
243.80
279.85
3.90
68.40
3.45
1.55
0.00
4
3.60
52.60
242.20
40.45
102.40
218.20
272.60
62.80
5.00
3.65
1.60
0.00
5
2.90
50.80
237.40
60.50
87.95
465.80
295.15
19.60
37.40
2.70
2.00
0.00
6
2.35
52.60
240.60
44.95
81.00
575.80
334.70
58.00
23.60
1.90
2.40
0.00
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
1.70
63.00
236.60
50.35
74.50
516.60
346.40
16.90
61.20
1.85
3.50
0.00
8
0.80
149.00
161.60
182.60
83.55
534.20
342.80
14.15
47.20
4.30
21.20
0.00
9
0.40
152.50
201.40
169.30
80.00
666.90
358.10
54.80
22.00
3.65
14.15
0.00
10
0.32
255.00
424.00
156.00
80.00
711.80
353.60
64.40
16.90
2.50
10.25
0.00
11
0.13
275.80
651.80
129.40
143.15
751.20
269.40
43.00
16.90
2.30
7.10
0.00
12
0.30
183.30
610.50
127.60
311.30
729.00
205.40
36.00
26.00
2.35
5.30
0.00
13
3.60
132.40
442.05
96.55
413.55
619.50
163.00
35.00
17.45
1.50
5.90
0.00
14
4.10
100.60
297.80
90.23
334.70
528.70
127.00
16.90
8.45
1.00
16.90
0.00
15
4 30
73 50
226 20
75 50
218 20
481 95
127 00
56 40
6 50
1 70
10 25
0 00
.
.
.
.
.
.
.
.
.
.
.
.
16
3.95
57.55
183.30
85.20
166.50
1129.00
125.80
50.00
4.90
3.00
7.10
0.00
17
3.70
40.45
121.00
69.00
151.80
937.00
124.60
66.00
4.50
2.15
4.80
0.00
18
3.50
40.45
93.10
54.85
134.20
768.00
116.80
85.20
4.50
1.05
4.00
0.00
19
3.20
40.90
90.80
52.15
133.60
535.30
110.20
82.80
4.40
0.40
3.10
0.00
20
2.90
39.60
79.50
51.25
128.80
329.30
79.50
27.00
10.25
0.28
2.25
0.00
21
3.10
50.80
71.00
51.70
57.55
279.85
58.00
19.60
4.80
0.17
1.85
0.00
22
2.75
95.98
63.00
57.10
125.80
267.80
76.50
16.35
4.00
0.41
1.45
0.00
23
1.80
84.10
64.00
75.00
260.60
213.40
93.10
10.70
3.80
0.95
1.00
0.00
24
1.45
74.00
61.50
89.65
345.50
206.20
91.37
14.70
3.45
1.60
0.40
0.00
25
1.10
43.15
58.00
94.25
312.20
192.60
75.00
14.70
3.15
2.65
0.20
0.00
26
0.55
41.80
60.50
227.80
259.80
188.20
79.50
13.05
2.35
1.85
0.08
0.00
27
0.41
56.65
66.00
503.00
231.00
198.20
93.67
11.60
2.10
1.45
0.00
0.00
28
2.20
119.80
65.00
607.60
330.20
236.60
119.80
10.70
2.50
2.20
0.00
0.00
29
1.40
94.83
60.00
424.00
465.80
275.00
98.85
23.60
5.90
8.00
0.00
30
0.00
301.40
30.25
263.80
556.30
296.00
33.60
17.45
3.55
4.30
0.00
31
415.45
182.60
530.90
32.40
2.70
2.50
0.00
----------
--------------
Total
67 81
3221 46
5970 60
4199 28
6609 05 13857 40
5460 39
954 20
490 05
69 61
132 13
0 00 41031 98 CMSDAY
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.
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.
.
.
.
.
.
.
.
.
Mean
2.26
103.92
199.02
135.46
213.20
461.91
176.14
31.81
15.81
2.25
4.72
0.00
112.42 CMS
Max
4.30
415.45
651.80
607.60
556.30
1129.00
358.10
85.20
68.40
8.00
21.20
0.00
1129.00 CMS
Min
0.00
0.00
30.25
25.35
57.55
188.20
32.40
3.90
2.10
0.17
0.00
0.00
0.00 CMS
Runoff
5.86
278.33
515.86
362.82
571.02
1197.28
471.78
82.44
42.34
6.01
11.42
0.00
3545.16 MCM
1144.00 CMS. at 57.17 m. (MSL.) at 09.00 Hours , on Sep 16 , 2012
Runoff Yield
8.06
82.019
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak