Basic HTML Version
303
2000
2500
3000
Flow ? CMS
Flow of Yom River (Y.6)
at Ban Kaeng Luang
Water Year 2011
1000
1500
0
500
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
1.00
80.70
222.70
1357.00
535.60
340.40
461.40
145.00
45.20
10.30
2.40
0.10
2
1.30
149.20
231.20
665.00
1842.40
334.10
383.20
112.40
40.50
9.30
1.70
0.00
3
2.20
163.20
173.00
320.00
2341.80
376.30
772.00
114.60
41.00
8.80
1.00
0.00
4
3.40
108.00
102.50
263.50
2378.90
387.80
1461.20
104.70
40.50
10.00
0.80
0.00
5
4.80
117.90
83.40
286.00
2384.20
320.00
1177.40
92.00
45.20
15.00
0.80
0.00
6
6.40
161.80
110.20
214.60
2278.20
387.80
722.80
78.00
43.50
17.70
0.80
0.00
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
6.70
187.40
214.60
170.20
875.40
480.40
480.40
67.90
41.00
18.40
0.80
0.00
8
6.50
137.20
232.90
167.40
459.10
533.20
357.20
63.70
38.00
20.70
0.80
0.00
9
6.40
111.30
359.30
249.90
466.00
564.50
300.00
126.80
34.50
18.40
0.80
0.00
10
6.40
187.40
255.00
139.80
490.00
757.00
266.90
106.90
36.50
16.90
0.80
0.00
11
6.70
363.50
137.20
129.40
514.00
640.70
248.20
83.40
38.50
16.90
0.80
0.00
12
5.90
272.00
102.50
132.00
1013.20
538.00
226.10
106.90
38.50
13.10
0.80
0.00
13
8.60
535.60
84.30
128.10
1349.00
521.20
216.20
138.50
39.50
14.60
0.80
0.00
14
66.50
494.80
71.60
159.00
1569.60
814.00
353.00
81.60
39.50
13.50
0.80
0.00
15
81 60
192 20
66 50
137 20
1713 70
878 60
238 00
64 40
41 00
10 30
0 80
0 00
.
.
.
.
.
.
.
.
.
.
.
.
16
96.00
168.80
89.00
157.60
1214.60
829.00
246.50
67.90
11.10
3.70
0.70
0.00
17
86.10
192.20
77.20
314.00
550.00
673.10
239.70
65.10
20.70
1.30
0.20
0.80
18
70.80
167.40
55.40
689.30
494.80
535.60
253.30
63.70
72.50
1.00
0.10
1.80
19
62.30
236.30
51.20
694.80
587.00
447.60
276.00
63.00
82.50
1.50
0.10
5.20
20
48.20
296.00
56.00
387.80
754.00
365.60
222.70
59.50
50.50
3.00
0.10
9.80
21
43.50
304.00
54.80
265.20
654.20
344.60
181.00
60.90
20.70
5.50
0.10
12.40
22
49.40
296.00
47.00
216.20
838.00
424.60
154.80
45.80
18.40
9.00
0.10
18.40
23
36.50
232.90
42.00
201.80
996.70
485.20
134.60
48.80
20.00
13.50
0.10
20.00
24
33.50
132.00
36.00
179.40
835.00
397.00
120.30
46.40
20.70
19.20
0.10
16.90
25
32.50
93.00
31.50
217.80
499.60
371.90
129.40
37.00
18.40
12.70
0.20
12.00
26
40.50
72.40
27.50
198.60
429.20
322.00
105.80
44.00
16.20
9.00
0.70
8.60
27
50.60
53.60
67.90
227.80
602.00
340.40
105.80
52.40
13.90
9.80
0.70
5.90
28
50.00
89.00
694.80
206.60
594.50
320.00
98.10
47.60
11.10
10.30
0.70
4.90
29
63.00
110.20
1106.80
139.80
589.50
365.60
90.00
45.80
10.00
11.60
0.20
3.90
30
101.40
190.60
1275.40
114.60
654.20
480.40
81.60
48.20
9.80
11.60
3.00
31
122.90
126.80
433.80
88.00
9.80
4.80
2.20
----------
--------------
Total
1078 70
6019 50
6159 40
8857 20 30938 20 14576 60 10191 60
2282 90
1009 20
341 40
18 80
125 90 81599 40 CMSDAY
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.
Mean
36.00
194.20
205.30
285.70
998.00
485.90
328.80
76.10
32.60
11.00
0.60
4.10
222.90 CMS
Max
101.40
535.60
1275.40
1357.00
2384.20
878.60
1461.20
145.00
82.50
20.70
2.40
20.00
2384.20 CMS
Min
1.00
53.60
27.50
114.60
429.20
320.00
81.60
37.00
9.80
1.00
0.10
0.00
0.00 CMS
Runoff
93.20
520.08
532.17
765.26
2673.06
1259.42
880.55
197.24
87.19
29.50
1.62
10.88
7050.19 MCM
2389.50 CMS. at 68.75 m. (MSL.) at 06.00 Hours , on Aug 5 , 2011
Runoff Yield
17.46
187.133
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak