Basic HTML Version
327
1000
1200
Flow ? CMS
Flow of Yom River (Y.33)
at Ban Khlong Tan
Water Year 2011
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
0.60
114.20
254.00
1087.00
290.00
583.00
728.00
80.00
3.00
2.80
2.70
1.40
2
0.50
110.60
314.60
937.00
1092.40
520.00
581.60
108.20
3.50
2.80
2.60
1.60
3
0.40
200.40
319.00
535.40
1047.40
559.20
777.50
93.80
3.00
2.70
2.60
2.10
4
0.20
195.60
225.40
373.60
1036.60
611.00
1097.80
91.50
2.80
2.70
2.60
2.40
5
0.40
140.90
122.00
341.00
1031.20
536.80
1074.40
93.20
2.60
2.70
2.60
2.60
6
0.50
163.30
108.20
342.10
1031.20
539.60
984.60
133.20
2.60
2.60
2.50
3.20
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
0.60
229.90
199.60
265.00
971.00
666.50
753.50
127.60
2.70
2.50
2.30
2.80
8
1.50
255.00
331.10
159.10
743.00
767.00
539.60
125.50
2.70
2.50
2.30
2.70
9
0.50
205.60
408.40
115.40
659.00
785.00
431.20
87.00
2.60
2.40
2.30
2.70
10
0.50
206.50
448.00
167.50
723.50
954.00
377.20
89.00
2.50
2.40
2.30
1.90
11
0.50
427.60
323.40
173.80
729.50
979.50
338.80
87.00
2.50
2.30
2.30
0.90
12
0.60
483.40
186.00
214.60
969.30
837.60
302.00
101.60
2.50
2.30
2.20
0.80
13
0.80
504.60
136.70
194.80
1036.60
759.50
281.00
109.40
2.60
2.30
2.20
0.80
14
0.70
622.20
110.00
220.00
1043.80
923.40
409.60
142.30
4.40
2.20
2.20
0.80
15
0 70
414 40
69 50
202 90
1043 80
1076 20
398 80
122 70
13 00
2 20
2 10
0 80
.
.
.
.
.
.
.
.
.
.
.
.
16
0.60
104.60
55.40
232.60
1020.40
1061.80
316.80
108.80
10.70
2.50
2.10
0.80
17
0.90
87.50
69.50
305.00
839.20
991.60
315.70
67.00
9.20
3.20
2.10
0.80
18
1.00
129.00
66.50
689.00
716.00
842.40
304.00
62.90
8.00
7.70
2.00
0.80
19
0.80
279.00
83.50
780.50
746.00
725.00
377.20
60.90
7.30
4.40
2.00
0.80
20
1.00
401.20
81.00
637.60
875.80
620.80
314.60
52.80
11.40
2.70
2.00
0.80
21
0.90
476.90
73.00
478.20
879.20
534.00
248.00
23.80
9.20
2.60
1.90
0.70
22
1.10
451.60
60.50
378.40
923.40
573.20
207.40
36.10
9.20
2.60
1.70
0.80
23
1.40
432.40
50.20
314.60
993.40
708.50
182.00
26.40
6.20
2.60
1.60
0.90
24
1.10
281.00
49.80
284.00
974.40
650.20
164.00
25.10
6.20
2.50
1.60
1.00
25
1.30
138.10
41.00
280.00
812.00
594.20
125.50
18.60
4.60
2.50
1.50
1.00
26
28.20
117.80
72.00
311.30
659.00
527.00
126.90
5.50
4.30
2.70
1.40
1.00
27
61.50
112.40
86.50
303.00
701.00
488.60
91.50
3.70
3.40
2.60
1.30
1.10
28
75.00
83.50
463.90
332.20
804.00
543.80
88.00
7.30
3.00
2.40
1.30
1.30
29
56.60
126.90
899.60
257.00
807.20
529.80
87.50
5.90
2.90
2.30
1.20
1.60
30
74.00
180.40
1045.60
182.80
839.20
640.40
85.50
3.00
2.80
2.30
1.90
31
254.00
173.10
747.50
76.50
2.80
2.60
2.20
----------
--------------
Total
314 40
7930 50
6753 90 11268 50 26786 00 21129 60 12186 70
2099 80
154 20
85 60
59 50
45 00 88813 70 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
10.50
255.80
225.10
363.50
864.10
704.30
393.10
70.00
5.00
2.80
2.10
1.50
242.70 CMS
Max
75.00
622.20
1045.60
1087.00
1092.40
1076.20
1097.80
142.30
13.00
7.70
2.70
3.20
1097.80 CMS
Min
0.20
83.50
41.00
115.40
290.00
488.60
76.50
3.00
2.50
2.20
1.20
0.70
0.20 CMS
Runoff
27.16
685.20
583.54
973.60
2314.31
1825.60
1052.93
181.42
13.32
7.40
5.14
3.89
7673.50 MCM
1105.00 CMS. at 57.15 m. (MSL.) at 15.00 Hours , on Aug 2 , 2011
Runoff Yield
17.40
79.223
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak