Basic HTML Version
301
1200
1400
1600
Flow ? CMS
Flow of Yom River (Y.3A)
at Ban Wang Mai Khon
Water Year 2011
400
600
800
1000
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
1.30
102.60
237.00
1082.80
302.00
495.20
667.40
87.90
32.00
20.60
11.80
2.20
2
1.00
118.20
291.00
818.00
1346.40
442.40
515.10
101.20
30.50
17.40
11.50
2.20
3
0.50
197.70
272.00
428.00
1467.40
497.60
828.50
86.50
24.60
13.00
9.60
2.00
4
0.30
159.00
180.60
318.00
1444.40
546.30
1412.60
85.10
22.20
10.00
7.80
2.00
5
0.20
155.80
102.60
303.00
1417.90
452.00
1226.20
83.70
17.40
8.80
7.80
1.80
6
0.10
183.30
111.80
293.00
1423.20
466.40
932.00
80.90
21.00
7.80
7.20
1.80
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
0.50
217.50
203.10
221.10
1103.50
607.40
675.80
77.40
21.40
7.80
6.40
1.70
8
1.40
213.00
308.00
128.60
671.60
706.60
437.60
77.40
21.40
7.60
6.40
1.00
9
1.30
181.50
366.20
108.90
548.90
727.60
365.10
27.00
20.60
7.40
6.40
0.50
10
0.90
208.50
364.00
140.60
666.00
906.50
324.00
33.00
17.00
7.40
6.20
0.40
11
0.90
401.60
265.00
154.20
654.80
894.50
297.00
31.50
18.20
7.20
6.20
0.30
12
0.90
405.20
156.60
195.90
990.40
758.40
263.00
55.40
17.40
6.20
6.20
0.30
13
3.00
467.60
118.20
196.80
1266.40
688.40
256.00
58.40
17.00
5.60
6.20
1.00
14
3.40
541.10
98.40
204.90
1407.30
894.50
321.00
94.20
16.60
5.60
6.20
0.30
15
4 00
295 00
71 80
205 80
1486 00
1081 80
332 00
63 40
16 60
13 40
6 00
0 30
.
.
.
.
.
.
.
.
.
.
.
.
16
4.40
60.20
50.00
224.00
1219.60
1149.40
292.00
58.40
12.70
23.40
6.00
0.30
17
5.60
76.70
65.50
294.00
800.40
933.50
276.00
56.00
12.70
17.00
5.80
0.30
18
9.00
151.00
61.40
656.20
635.20
771.00
281.00
55.40
12.70
7.80
5.60
0.30
19
9.00
282.00
78.10
681.40
717.80
652.00
327.00
53.00
12.40
5.00
2.60
0.30
20
9.80
365.10
83.00
559.30
884.00
555.40
275.00
51.80
19.00
2.00
0.50
0.30
21
9.20
419.60
78.10
380.50
858.50
454.40
219.30
41.00
15.40
2.20
0.40
0.30
22
14.60
410.00
62.00
314.00
938.00
504.80
191.40
54.80
11.20
2.80
0.40
0.40
23
21.80
356.30
42.50
283.00
1091.20
635.20
165.30
40.50
7.20
2.80
0.30
1.60
24
16.20
269.00
42.50
255.00
1049.90
576.20
167.10
50.60
7.00
3.20
0.30
1.80
25
19.00
118.20
42.00
256.00
757.00
517.70
153.40
46.50
7.00
7.80
0.20
1.70
26
20.20
115.80
47.50
286.00
610.00
465.20
113.40
27.00
7.00
5.40
0.20
1.60
27
38.50
94.90
83.70
280.00
635.20
424.40
89.30
29.50
7.00
2.60
0.10
1.50
28
76.00
76.70
560.60
331.00
772.40
474.80
76.70
36.00
7.00
2.60
0.10
1.50
29
53.60
146.20
821.00
223.00
779.40
460.40
74.60
29.50
7.00
2.60
1.00
1.70
30
72.50
228.00
985.40
167.10
825.50
589.20
78.10
24.60
6.80
13.00
1.50
31
224.00
169.80
682.80
74.60
6.20
19.40
1.40
----------
--------------
Total
399 10
7241 30
6249 60 10159 90 29453 10 19329 20 11707 50
1697 60
472 20
265 40
135 40
34 30 87144 60 CMSDAY
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.
Mean
13.30
233.60
208.30
327.70
950.10
644.30
377.70
56.60
15.20
8.60
4.70
1.10
238.10 CMS
Max
76.00
541.10
985.40
1082.80
1486.00
1149.40
1412.60
101.20
32.00
23.40
11.80
2.20
1486.00 CMS
Min
0.10
60.20
42.00
108.90
302.00
424.40
74.60
24.60
6.20
2.00
0.10
0.30
0.10 CMS
Runoff
34.48
625.65
539.97
877.82
2544.75
1670.04
1011.53
146.67
40.80
22.93
11.70
2.96
7529.29 MCM
1510.80 CMS. at 61.89 m. (MSL.) at 12.00 Hours , on Aug 15 , 2011
Runoff Yield
17.86
113.330
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak