Basic HTML Version
111
250
300
350
Flow ‐ CMS
Flow of Chi River (E.91)
at Ban Kui Chuak
Water Year 2012
100
150
200
0
50
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
49.54
57.10
127.58
59.73
37.50
88.64
218.82
55.79
19.32
3.34
2.94
3.68
2
56.44
47.90
138.12
57.10
39.60
98.00
212.90
57.43
23.50
4.02
2.76
2.94
3
49.54
31.90
162.52
60.71
46.26
92.00
211.42
55.13
32.60
6.06
2.76
3.68
4
45.93
14.22
165.92
62.36
51.51
113.60
221.78
50.53
31.20
5.72
2.76
3.00
5
44.94
29.10
163.20
66.80
54.47
149.28
230.24
54.80
26.30
3.34
2.82
4.36
6
47.90
31.90
158.44
62.03
58.41
161.84
233.36
53.49
22.10
3.34
2.94
3.34
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
41.00
52.50
156.40
51.84
58.41
192.92
235.70
52.17
21.40
3.34
2.94
2.94
8
61.37
90.88
157.76
38.20
57.43
238.04
248.18
49.54
19.66
3.34
2.94
6.40
9
71.84
93.20
165.92
44.94
53.49
263.00
275.60
45.60
17.96
3.34
2.94
6.74
10
70.16
86.96
163.20
50.53
57.76
257.54
290.72
45.27
16.26
3.34
2.94
6.74
11
62.03
71.28
151.76
58.41
62.69
254.42
291.56
45.27
14.56
3.34
2.94
6.74
12
53.49
54.80
138.74
58.74
57.10
239.60
291.56
43.30
14.56
3.34
2.94
6.74
13
52.83
61.37
129.44
54.80
50.53
233.36
279.80
38.20
14.56
3.34
2.94
6.74
14
50.53
67.92
133.78
53.81
41.66
229.46
274.76
38.20
17.62
3.34
2.94
6.06
15
48 56
84 16
128 82
52 50
34 70
235 70
266 36
37 50
17 28
3 34
2 88
4 36
.
.
.
.
.
.
.
.
.
.
.
.
16
49.87
71.84
131.92
45.93
50.53
237.26
255.20
38.20
18.98
3.34
2.82
2.94
17
45.27
57.76
128.20
34.70
66.24
229.46
244.28
38.90
16.26
3.34
2.82
2.76
18
41.66
62.69
112.40
31.20
60.39
219.56
232.58
38.90
7.76
4.02
2.82
2.64
19
44.94
63.01
98.60
32.60
52.50
211.42
226.34
38.20
10.82
3.34
2.82
2.76
20
44.94
62.03
92.00
31.90
51.51
201.80
212.90
37.50
10.14
3.34
2.76
4.36
21
41.00
58.41
86.40
41.66
45.27
206.24
191.44
25.60
8.78
3.34
2.82
6.06
22
32.60
54.14
81.36
41.66
44.29
202.54
181.56
15.92
6.74
3.34
2.82
6.06
23
45.27
54.14
79.12
27.70
34.70
206.24
161.16
16.60
6.74
3.00
2.82
6.06
24
45.60
78.00
79.12
22.80
17.62
211.42
135.64
15.92
6.40
2.76
2.82
6.06
25
36.10
92.60
75.20
31.20
34.00
213.64
130.68
15.58
6.74
2.76
3.00
5.72
26
18.30
99.80
72.40
38.20
45.60
212.90
95.60
15.58
6.06
2.70
5.72
5.04
27
39.60
106.40
72.96
44.29
42.64
210.68
106.40
14.90
6.74
2.76
4.36
4.70
28
47.24
128.82
67.92
24.90
41.33
206.24
81.92
13.54
6.74
2.76
4.36
4.36
29
44.29
163.88
66.24
35.40
47.24
215.12
59.73
19.32
6.74
2.88
5.04
30
47.90
163.88
63.34
38.20
75.20
223.26
71.84
19.32
5.72
2.94
4.70
31
139.98
26.30
74.08
66.24
3.34
2.88
4.36
----------
--------------
Total
1430 68
2332 57
3548 78
1381 14
1544 66
6055 18
6236 27
1086 20
443 58
105 38
86 14
148 08 24398 66 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
47.69
75.24
118.29
44.55
49.83
201.84
201.17
36.21
14.31
3.40
3.08
4.78
66.85 CMS
Max
71.84
163.88
165.92
66.80
75.20
263.00
291.56
57.43
32.60
6.06
5.72
6.74
291.56 CMS
Min
18.30
14.22
63.34
22.80
17.62
88.64
59.73
13.54
3.34
2.70
2.76
2.64
2.64 CMS
Runoff
123.61
201.53
306.62
119.33
133.46
523.17
538.81
93.85
38.33
9.11
7.44
12.79
2108.05 MCM
294.08
Runoff Yield
2.28
10.049
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 144.37 m. (MSL), at 09.00 Hours, on Oct 10, 2012
Momentary Peak