Basic HTML Version
71
400
500
600
Flow ‐ CMS
Flow of Chi River (E.20A)
at Maha Chana Chai
Water Year 2012
200
300
0
100
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
111.84
120.96
327.64
119.44
52.40
355.00
331.06
46.00
26.00
25.40
8.40
2.37
2
108.80
123.24
349.30
110.32
57.98
381.80
325.36
44.00
25.40
26.00
8.20
2.22
3
118.68
120.20
352.72
106.52
61.70
389.84
317.38
37.60
24.20
26.80
7.90
2.12
4
120.96
122.48
336.76
111.08
57.36
388.50
311.68
42.10
24.20
27.60
7.60
2.10
5
117.16
114.88
310.54
124.76
56.74
387.16
301.42
46.00
24.20
28.40
7.40
2.08
6
115.64
99.56
295.80
136.92
67.90
391.18
290.30
34.00
24.20
29.20
7.20
2.02
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
119.44
92.76
293.60
152.40
81.20
393.86
300.28
17.20
25.40
26.00
6.90
1.92
8
125.52
79.84
288.10
162.74
79.84
417.98
311.68
11.10
26.00
25.40
6.70
1.83
9
142.24
59.84
279.30
158.04
82.56
439.04
313.96
11.70
30.00
26.00
6.40
1.73
10
160.86
91.40
271.60
143.00
87.32
457.50
313.96
22.40
34.90
24.20
6.20
1.63
11
193.18
131.60
265.00
127.04
94.80
511.48
345.88
70.60
30.80
20.00
6.10
1.55
12
196.36
177.78
265.00
115.64
120.20
531.50
361.70
73.40
23.00
18.00
5.90
1.47
13
187.18
189.06
268.30
116.40
142.24
539.20
375.10
49.00
21.20
17.60
5.50
1.40
14
165.56
181.54
255.10
127.80
153.34
548.44
377.78
23.00
25.40
17.20
5.00
1.32
15
133 12
174 96
235 58
133 88
158 04
553 06
368 40
30 00
29 20
16 80
4 70
1 25
.
.
.
.
.
.
.
.
.
.
.
.
16
135.40
174.96
218.62
124.76
153.34
553.06
345.88
35.80
30.80
16.40
4.60
1.15
17
135.40
177.78
208.02
123.24
135.40
548.44
318.52
32.40
30.80
16.00
4.30
1.05
18
138.44
176.84
206.96
124.76
120.20
539.20
285.90
30.00
30.00
15.60
4.00
1.00
19
129.32
164.62
199.54
96.16
134.64
522.26
256.20
27.60
28.40
14.80
4.30
0.97
20
111.08
147.70
189.06
86.64
162.74
494.54
248.50
30.80
21.80
14.40
4.70
0.93
21
107.28
134.64
188.12
79.84
176.84
453.24
245.20
32.40
13.20
14.00
4.10
0.87
22
111.08
132.36
183.42
71.00
176.84
405.92
238.76
33.20
11.40
13.60
3.40
0.85
23
106.52
130.84
168.38
64.80
165.56
361.70
230.28
34.00
11.10
12.80
2.95
0.83
24
97.52
127.04
158.04
56.12
158.98
334.48
209.08
38.50
11.70
12.40
2.70
0.80
25
91.40
124.76
148.64
48.06
151.46
325.36
191.06
40.30
12.80
12.00
2.55
0.77
26
93.44
131.60
141.48
48.68
142.24
325.36
188.12
37.60
15.20
11.40
2.50
0.75
27
93.44
163.68
136.92
57.98
140.72
332.20
180.60
34.00
18.80
10.20
2.47
0.83
28
91.40
198.48
136.16
53.64
169.32
337.90
159.92
31.60
20.60
9.60
2.45
0.65
29
88.00
227.10
133.12
46.20
223.92
336.76
142.24
30.00
21.80
8.90
0.60
30
96.16
268.30
133.88
46.82
278.20
334.48
139.20
29.20
23.00
8.80
0.58
31
309.40
49.30
319.66
133.88
24.80
8.70
0.55
----------
--------------
Total
3742 42
4670 20
6944 70
3123 98
4163 68 12890 44
8459 28
1055 50
720 30
554 20
145 12
40 19 46510 02 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
124.75
150.65
231.49
100.77
134.31
429.68
272.88
35.18
23.24
17.88
5.18
1.30
127.42 CMS
Max
196.36
309.40
352.72
162.74
319.66
553.06
377.78
73.40
34.90
29.20
8.40
2.37
553.06 CMS
Min
88.00
59.84
133.12
46.20
52.40
325.36
133.88
11.10
11.10
8.70
2.45
0.55
0.55 CMS
Runoff
323.35
403.51
600.02
269.91
359.74
1113.73
730.88
91.20
62.23
47.88
12.54
3.47
4018.47 MCM
554.60
Runoff Yield
2.67
11.603
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 119.90 m. (MSL), at 01.00 Hours, on Sep 16, 2012
Momentary Peak