Basic HTML Version
325
700
800
900
1000
Flow ? CMS
Flow of Yom River (Y.31)
at Ban Thung Nong
Water Year 2011
300
400
500
600
0
100
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
5.60
13.50
31.00
136.10
355.00
151.00
158.00
28.50
11.00
6.20
4.40
7.80
2
5.20
19.00
24.00
101.00
275.10
143.00
250.45
25.50
10.75
6.00
4.70
6.40
3
4.85
17.50
21.00
91.40
206.90
119.95
165.35
24.00
10.75
6.00
4.70
5.60
4
4.70
74.50
18.00
87.40
160.10
135.15
119.95
23.50
10.50
5.80
4.70
5.80
5
4.55
43.00
16.00
66.50
124.70
190.55
97.80
23.00
10.50
5.80
4.55
6.60
6
4.70
90.60
69.30
51.20
101.90
233.40
81.25
21.00
10.25
5.80
4.25
6.60
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
4.70
40.00
111.80
44.60
100.20
230.80
71.50
20.50
10.00
5.80
4.10
6.40
8
4.40
19.00
41.00
40.00
134.20
189.50
70.00
20.00
9.75
5.60
3.95
6.60
9
4.40
11.75
26.50
37.50
115.40
177.95
71.50
20.50
9.50
5.40
3.80
6.60
10
5.00
150.00
19.50
39.00
130.40
190.55
82.75
22.00
9.00
5.40
3.80
8.00
11
5.40
133.25
16.00
105.50
405.40
146.00
76.00
19.00
8.60
5.40
3.80
9.75
12
5.80
41.00
13.25
79.75
457.49
128.50
65.10
17.50
8.60
5.40
3.80
7.40
13
8.80
20.00
12.75
56.00
264.95
130.40
53.00
16.50
8.20
5.40
3.65
6.80
14
6.80
17.50
12.00
77.50
208.05
122.80
48.20
16.00
8.00
5.40
3.50
10.25
15
6 00
21 50
11 50
430 00
180 05
111 80
53 00
15 50
7 80
5 60
3 35
11 00
.
.
.
.
.
.
.
.
.
.
.
.
16
5.60
17.00
10.50
371.00
150.00
103.70
101.90
15.00
7.80
5.80
3.20
10.00
17
5.20
37.50
9.25
269.30
174.80
95.40
98.60
14.50
7.60
5.40
3.05
9.00
18
4.85
45.20
9.25
198.95
175.85
101.00
70.75
14.00
7.20
5.20
3.05
8.20
19
4.55
67.90
9.50
157.00
143.00
150.00
55.40
13.50
7.00
5.40
4.40
7.00
20
4.10
87.40
9.25
149.00
245.10
168.50
46.40
13.25
7.00
5.40
7.20
6.80
21
3.95
35.00
8.60
127.55
357.00
166.40
42.50
13.00
6.60
5.20
7.40
6.60
22
3.95
21.00
8.40
152.00
250.45
176.90
40.00
13.00
6.80
5.20
7.40
6.60
23
6.20
15.00
8.40
124.70
212.65
158.00
37.00
13.00
6.60
5.00
7.40
6.20
24
6.00
12.25
8.20
158.00
184.25
147.00
34.00
12.75
6.20
4.70
7.20
6.00
25
29.50
42.50
10.50
197.90
161.15
117.20
31.50
12.25
6.20
4.40
7.60
6.00
26
12.00
24.50
267.85
119.00
168.50
99.40
32.00
12.25
6.20
4.25
7.60
5.60
27
11.50
18.50
930.00
85.00
226.90
100.20
30.00
11.75
6.40
4.40
7.60
5.20
28
9.00
15.50
555.00
101.90
239.90
105.50
29.00
11.50
6.60
4.25
7.80
5.00
29
7.00
38.50
279.60
97.80
162.20
99.40
31.50
11.25
6.40
4.25
8.00
4.70
30
7.40
143.00
189.50
65.80
145.00
88.20
31.00
11.25
6.60
4.25
4.70
31
65.10
123.75
133.25
36.00
6.40
4.25
4.70
----------
--------------
Total
201 70
1397 95
2757 40
3942 10
6349 84
4278 15
2211 40
505 25
250 80
162 35
149 95
213 90 22420 79 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
6.72
45.10
91.91
127.16
204.83
142.60
71.34
16.84
8.09
5.24
5.17
6.90
61.26 CMS
Max
29.50
150.00
930.00
430.00
457.49
233.40
250.45
28.50
11.00
6.20
8.00
11.00
930.00 CMS
Min
3.95
11.75
8.20
37.50
100.20
88.20
29.00
11.25
6.20
4.25
3.05
4.70
3.05 CMS
Runoff
17.43
120.78
238.24
340.60
548.63
369.63
191.07
43.65
21.67
14.03
12.96
18.48
1937.16 MCM
1110.00 CMS. at 263.90 m. (MSL.) at 05.00 Hours , on Jun 27 , 2011
Runoff Yield
30.92
560.323
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak