Basic HTML Version
125
400
500
600
Flow ‐ CMS
Flow of Chi River (E.94)
at Wang Yang Barrage
Water Year 2014
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
6.30
59.40
6.10
5.70
102.72
334.48
315.16
60.20
21.70
2.30
2.90
4.00
2
5.70
81.00
7.75
23.60
99.00
379.20
254.40
56.20
20.80
2.15
2.80
3.60
3
7.75
102.40
7.50
14.50
94.94
448.36
228.84
49.40
19.90
2.15
2.65
3.00
4
12.40
103.80
7.30
8.00
89.72
493.08
215.40
30.50
18.70
2.15
2.65
2.85
5
13.60
101.00
7.75
10.30
82.18
492.04
189.78
27.50
18.40
2.05
2.65
2.75
6
14.50
89.00
6.70
13.30
58.00
476.44
169.28
33.00
17.50
1.95
2.75
2.75
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
19.90
54.60
5.70
7.10
49.36
451.48
170.10
43.40
16.30
1.70
2.90
2.70
8
30.50
38.00
6.30
2.85
53.20
396.00
145.84
41.60
15.10
1.60
3.10
2.65
9
30.50
30.50
7.10
2.90
53.20
318.84
127.52
38.00
14.50
1.60
3.60
2.65
10
31.00
31.50
6.30
2.70
50.32
285.00
123.18
42.20
10.00
1.60
3.80
2.65
11
29.00
32.00
4.00
2.65
32.98
303.20
112.64
61.00
6.70
1.60
3.80
2.65
12
27.50
30.50
2.60
2.85
23.00
358.62
91.46
68.20
5.05
1.60
3.80
2.55
13
26.50
29.50
2.50
3.30
21.40
340.00
78.12
31.00
4.90
1.55
3.80
2.35
14
27.00
31.50
2.40
3.30
11.60
307.80
76.96
39.00
4.30
1.40
3.80
2.75
15
33 50
35 50
2 55
4 90
10 40
278 70
64 72
45 80
3 70
1 40
3 80
4 75
.
.
.
.
.
.
.
.
.
.
.
.
16
44.60
32.50
2.85
58.96
11.00
243.12
51.28
50.00
3.20
1.40
4.15
6.30
17
50.00
31.00
3.90
75.22
11.60
220.44
48.40
47.00
3.00
1.40
5.05
6.70
18
47.60
31.00
3.90
69.04
13.40
196.34
47.44
45.20
2.85
1.40
5.05
6.90
19
45.20
28.50
4.30
67.60
30.88
175.02
47.44
41.60
2.70
1.40
5.35
6.90
20
42.20
22.40
6.90
99.62
32.98
162.40
48.40
38.50
2.70
1.40
5.90
7.50
21
40.50
22.80
6.30
120.08
38.86
153.76
46.00
38.00
2.70
1.40
5.35
8.50
22
41.60
32.50
5.35
118.22
54.64
150.88
35.50
36.00
2.70
1.40
5.05
9.00
23
40.00
31.00
3.30
119.46
49.84
155.92
24.60
31.00
2.60
1.40
5.05
10.60
24
31.00
26.00
2.15
118.22
51.28
165.28
26.26
24.00
2.60
1.75
5.05
9.75
25
22.40
17.50
2.25
116.36
71.16
235.56
14.20
18.40
2.60
3.30
4.90
9.25
26
21.10
9.00
2.70
129.38
73.48
368.42
40.50
20.80
2.60
3.70
4.60
8.50
27
23.60
4.15
2.70
134.32
94.36
472.28
70.00
25.60
2.60
3.80
4.60
9.00
28
29.00
3.40
2.75
123.80
191.42
515.96
64.20
24.80
2.60
3.80
4.45
9.50
29
32.50
3.30
2.80
120.08
275.10
473.32
62.60
23.60
2.60
3.60
9.25
30
47.00
4.90
3.00
105.20
279.60
414.00
62.60
22.00
2.60
3.30
9.25
31
5.20
112.02
308.72
61.80
2.60
3.20
9.25
----------
--------------
Total
873 95
1155 35
137 70
1795 53
2420 34
9765 94
3114 62
1153 50
240 80
64 45
113 35
180 80 21016 33 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
29.13
37.27
4.59
57.92
78.08
325.53
100.47
38.45
7.77
2.08
4.05
5.83
57.58 CMS
Max
50.00
103.80
7.75
134.32
308.72
515.96
315.16
68.20
21.70
3.80
5.90
10.60
515.96 CMS
Min
5.70
3.30
2.15
2.65
10.40
150.88
14.20
18.40
2.60
1.40
2.65
2.35
1.40 CMS
Runoff
75.51
99.82
11.90
155.13
209.12
843.78
269.10
99.66
20.81
5.57
9.79
15.62
1815.81 MCM
520.12
Runoff Yield
1.84
16.657
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 136.28 m. (MSL.), at 14.00 Hours, on Sep 28, 2014
Momentary Peak