Basic HTML Version
117
2500
3000
3500
Flow ? CMS
Flow of Mun River (M.5)
at Ban Mueang Kong
Water Year 2011
1000
1500
2000
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
2.30
4.00
3.80
4.50
168.00
458.80
1469.50
2954.00
640.60
4.80
3.50
24.90
2
2.30
4.00
3.50
4.20
95.00
519.80
1501.00
2870.00
517.20
4.80
3.50
48.50
3
2.30
4.00
9.90
4.50
31.60
537.60
1537.00
2758.00
397.80
4.50
3.50
16.80
4
2.10
4.00
65.60
4.00
31.60
551.60
1586.50
2648.00
317.70
4.20
6.60
28.90
5
2.10
4.00
175.00
4.00
86.00
565.80
1622.00
2516.00
256.80
4.20
9.00
28.20
6
1.90
4.00
204.00
3.80
133.00
588.20
1666.00
2400.00
169.00
4.20
8.70
10.30
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
1.90
3.80
200.00
3.80
133.00
617.50
1704.50
2290.00
48.80
4.00
6.30
9.00
8
1.90
3.80
153.00
4.00
96.00
645.50
1748.50
2180.00
49.10
4.00
4.00
4.20
9
1.90
3.50
62.00
4.00
63.80
683.50
1787.00
2064.00
43.00
4.00
6.60
4.20
10
1.70
3.50
50.30
3.80
54.80
728.00
1826.00
1976.00
32.30
4.00
11.70
4.20
11
1.70
3.80
29.60
3.80
20.90
775.00
1856.00
1888.00
20.90
3.80
11.70
4.00
12
3.80
3.80
24.90
3.50
26.20
802.90
1896.00
1803.50
12.60
3.80
10.80
4.00
13
4.50
3.80
22.90
9.00
43.60
832.30
1992.00
1743.00
11.20
3.80
9.90
4.00
14
4.50
4.00
26.20
22.90
75.50
863.80
2040.00
1671.50
9.40
3.80
9.90
5.80
15
4 20
4 00
24 90
17 50
81 00
895 30
2104 00
1595 50
8 10
3 80
9 90
7 50
.
.
.
.
.
.
.
.
.
.
.
.
16
4.20
4.00
34.30
16.20
118.00
928.40
2190.00
1537.00
6.30
3.80
9.90
6.90
17
4.00
4.00
61.10
14.80
128.00
960.60
2250.00
1465.00
5.30
3.80
9.90
6.60
18
4.50
4.00
56.60
12.60
67.40
988.20
2300.00
1406.20
4.20
3.50
9.90
6.90
19
5.00
4.00
57.50
11.70
119.00
1027.50
2400.00
1346.50
4.00
3.50
9.90
7.50
20
5.00
3.80
109.00
11.70
211.00
1060.00
2492.00
1290.50
4.00
3.50
9.40
7.50
21
5.30
3.50
145.00
11.70
316.70
1077.80
2588.00
1241.20
3.80
3.50
10.30
7.20
22
5.30
3.50
143.00
11.70
347.20
1120.40
2674.00
1191.00
3.80
3.50
14.80
6.90
23
5.50
3.50
129.00
10.80
349.40
1164.50
2758.00
1143.80
3.80
4.20
11.20
6.90
24
5.30
3.80
116.00
12.20
339.70
1208.70
2856.00
1062.50
4.00
7.50
11.70
6.30
25
5.00
3.80
111.00
35.60
343.90
1250.00
2912.00
1006.60
5.00
5.30
12.20
5.50
26
5.00
3.50
98.00
36.90
361.50
1290.50
2968.00
953.70
5.00
4.00
12.60
5.30
27
5.00
3.50
52.70
36.90
383.50
1339.50
3024.00
886.90
5.00
4.00
12.60
5.00
28
5.00
3.30
30.90
97.00
400.00
1391.30
3052.00
817.60
5.00
3.80
13.00
3.10
29
4.50
3.30
12.60
304.10
408.40
1406.20
3066.00
757.70
4.80
3.80
13.00
2.90
30
4.00
3.30
9.40
171.00
421.60
1441.00
3038.00
700.00
4.80
3.30
2.70
31
3.30
168.00
439.60
3024.00
4.80
3.30
2.50
----------
--------------
Total
111 70
116 10
2221 70
1060 20
5894 90 27720 20 69928 00 50163 70
2608 10
126 00
276 00
294 20 160520 80 CMSDAY
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.
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.
Mean
3.70
3.70
74.10
34.20
190.20
924.00
2255.70
1672.10
84.10
4.10
9.50
9.50
438.60 CMS
Max
5.50
4.00
204.00
304.10
439.60
1441.00
3066.00
2954.00
640.60
7.50
14.80
48.50
3066.00 CMS
Min
1.70
3.30
3.50
3.50
20.90
458.80
1469.50
700.00
3.80
3.30
3.50
2.50
1.70 CMS
Runoff
9.65
10.03
191.95
91.60
509.32
2395.03
6041.78
4334.14
225.34
10.89
23.85
25.42 13869.00 MCM
3066.00 CMS. at 121.49 m. (MSL.) at 18.00 Hours , on Oct 28 , 2011
Runoff Yield
9.68
67.690
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak