Basic HTML Version
83
1200
1400
1600
1800
Flow ? CMS
Flow of Chi River (E.66A)
at Ban Muang Lat
Water Year 2011
600
800
1000
0
200
400
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
49.40
50.70
69.30
107.60
242.00
478.00
1000.00
1288.80
263.10
82.10
67.10
69.30
2
49.80
49.80
76.30
114.40
242.70
484.70
1014.40
1226.40
227.00
90.80
69.80
44.50
3
48.90
53.60
126.60
120.70
246.80
494.80
1028.80
1196.00
183.00
81.50
74.70
30.40
4
39.20
55.20
145.00
124.50
250.80
504.00
1043.20
1154.00
160.50
72.50
77.90
44.10
5
36.60
58.50
154.90
115.40
257.60
513.00
1058.40
1121.60
151.20
75.80
78.50
68.20
6
38.80
54.20
169.20
115.40
261.70
523.00
1074.00
1089.60
123.30
74.70
75.80
82.70
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
45.00
43.60
209.40
115.40
260.40
533.00
1110.80
1058.40
110.00
72.00
72.00
91.40
8
57.90
37.00
241.30
117.50
259.70
544.00
1154.00
1024.00
118.10
68.20
66.00
89.50
9
66.60
27.80
259.00
120.20
259.70
553.00
1208.00
995.20
132.20
67.10
62.30
85.20
10
66.00
23.60
257.00
118.00
262.40
574.80
1263.60
966.40
119.60
70.90
67.10
85.80
11
67.70
31.30
254.20
116.40
273.30
596.40
1314.40
938.20
110.70
72.50
68.70
88.30
12
65.50
35.30
252.20
135.30
291.60
615.40
1373.00
906.00
115.20
70.40
63.90
74.70
13
61.70
48.90
251.50
159.30
304.60
632.20
1432.80
873.80
126.30
68.70
63.90
66.60
14
61.70
80.20
235.20
186.90
305.20
650.00
1479.80
849.80
125.50
61.70
59.60
68.70
15
63 90
72 00
223 00
195 20
307 30
674 20
1500 20
829 40
118 10
60 60
62 80
67 10
.
.
.
.
.
.
.
.
.
.
.
.
16
63.30
55.20
193.30
206.10
313.00
702.60
1513.80
808.60
113.00
69.30
66.60
66.60
17
60.10
50.70
174.10
204.80
311.50
722.80
1541.00
791.40
108.10
76.30
68.70
71.40
18
54.70
50.20
158.00
203.50
338.10
734.80
1568.60
763.60
102.60
75.20
67.70
75.80
19
50.20
54.70
164.20
194.60
348.50
747.40
1624.00
732.40
91.40
89.50
66.60
83.30
20
45.80
54.20
164.20
181.10
366.20
760.90
1659.00
700.40
80.90
124.10
59.60
82.70
21
43.20
53.10
151.80
160.50
387.00
788.60
1561.70
663.40
86.40
154.00
56.90
72.50
22
35.70
52.00
142.30
158.60
407.60
820.20
1513.80
622.40
80.90
200.10
64.40
72.50
23
34.40
61.70
136.40
150.60
439.60
860.00
1520.60
579.60
70.90
215.90
68.20
73.10
24
32.60
66.00
124.50
146.90
434.80
924.40
1534.20
533.00
57.40
168.80
69.80
65.50
25
24.90
61.20
113.80
158.00
440.40
947.40
1527.40
482.20
71.40
147.00
69.80
63.90
26
18.50
62.30
102.40
169.20
442.80
966.40
1500.20
427.60
41.90
129.20
64.40
70.40
27
21.70
66.60
93.60
185.60
445.20
971.20
1466.30
352.20
60.60
139.60
66.60
70.40
28
30.00
89.50
100.80
203.50
448.40
976.00
1432.80
333.70
77.90
113.70
80.90
51.10
29
32.20
93.30
113.80
219.60
454.80
980.80
1392.80
305.90
74.10
96.40
82.70
45.00
30
34.00
82.70
110.70
227.70
463.70
990.40
1366.40
275.30
72.00
79.00
46.30
31
74.10
243.40
471.20
1333.60
73.60
61.70
47.60
----------
--------------
Total
1400 00
1749 20
4968 00
4975 90 10538 60 21264 40 42111 60 23889 30
3446 90
3029 30
1983 00
2114 60 121470 80 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
46.70
56.40
165.60
160.50
340.00
708.80
1358.40
796.30
111.20
97.70
68.40
68.20
331.90 CMS
Max
67.70
93.30
259.00
243.40
471.20
990.40
1659.00
1288.80
263.10
215.90
82.70
91.40
1659.00 CMS
Min
18.50
23.60
69.30
107.60
242.00
478.00
1000.00
275.30
41.90
60.60
56.90
30.40
18.50 CMS
Runoff
120.96
151.13
429.24
429.92
91.54
1837.24
3638.44
2064.04
297.81
261.73
171.33
182.70 10495.08 MCM
1680.00
Runoff Yield
10.41
52.699
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 140.50 m. (MSL), at 06.00 Hours, on Oct 20, 2011
Momentary Peak