Basic HTML Version
79
500
600
700
Flow ‐ CMS
Flow of Chi River (E.18)
at Ban Tha Sa Baeng
Water Year 2014
200
300
400
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
4.24
58.40
8.20
42.80
200.20
432.49
605.50
174.10
32.80
19.20
5.44
15.00
2
4.00
107.50
9.60
66.50
202.00
454.76
559.20
153.00
34.50
18.00
5.20
18.00
3
4.16
116.50
11.80
91.10
211.00
486.60
493.60
113.50
35.00
16.80
5.04
19.20
4
4.40
100.40
14.40
95.30
218.20
530.50
428.56
87.80
39.60
15.60
4.72
17.40
5
4.80
57.60
15.40
75.25
231.00
562.40
366.99
65.40
42.60
14.70
4.24
15.90
6
6.32
40.80
14.20
53.00
261.00
572.00
307.40
47.80
43.80
14.00
3.76
14.80
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
7.92
32.00
19.22
48.50
281.00
573.60
262.00
51.30
45.00
13.50
3.36
14.80
8
9.80
60.00
18.90
40.40
295.40
559.20
242.00
72.00
48.50
13.00
3.00
14.80
9
13.50
48.50
15.60
30.93
283.40
520.00
220.00
74.00
50.60
12.70
2.68
15.00
10
26.80
38.40
13.40
28.40
248.00
474.00
189.40
76.00
51.30
11.90
2.52
15.90
11
20.80
35.68
13.00
43.60
209.20
448.21
164.20
73.00
49.90
11.10
2.60
16.80
12
14.80
40.80
12.20
50.50
159.70
458.69
149.80
78.00
49.90
10.40
2.80
18.00
13
13.80
34.73
10.90
48.00
113.80
486.60
142.60
64.50
49.90
9.70
2.80
19.60
14
15.00
32.20
10.30
41.60
80.88
488.00
131.80
47.80
49.90
9.20
2.72
20.80
15
16 80
32 52
10 40
40 00
56 50
460 00
121 00
49 20
49 90
8 60
2 68
21 60
.
.
.
.
.
.
.
.
.
.
.
.
16
18.40
32.83
10.20
45.00
39.20
419.39
111.20
67.20
49.20
7.92
2.68
22.00
17
21.20
33.78
9.40
72.13
30.62
374.85
102.40
81.20
47.80
7.28
3.04
22.80
18
27.20
30.93
10.40
103.20
25.87
324.20
100.00
75.00
47.10
6.64
3.72
26.80
19
28.80
24.60
16.20
107.20
23.02
281.00
101.60
68.10
46.40
6.00
4.48
36.50
20
22.40
22.07
17.63
100.00
27.45
252.00
108.80
67.20
43.80
5.52
5.76
39.00
21
21.20
23.02
24.60
108.80
34.42
241.00
109.60
56.00
40.80
5.52
8.30
41.40
22
19.60
18.58
28.40
134.50
45.00
242.00
100.80
38.50
38.50
5.28
10.40
40.20
23
19.60
21.43
28.40
169.60
51.50
265.00
93.90
29.60
35.00
4.88
10.50
38.50
24
21.60
25.23
28.72
227.20
54.50
306.20
97.60
27.60
30.00
4.88
11.70
39.00
25
26.00
20.17
26.82
267.00
57.00
373.54
95.30
27.60
28.40
4.88
12.80
38.50
26
22.80
16.40
22.38
264.00
77.12
465.60
153.40
22.00
28.00
4.88
13.40
36.50
27
19.60
14.20
21.43
246.00
127.30
543.20
166.00
16.50
28.40
4.88
13.70
38.00
28
14.70
10.80
22.38
230.00
170.50
598.70
180.40
14.90
27.20
5.20
14.10
39.60
29
17.40
9.70
27.45
226.30
209.20
632.00
180.40
24.80
25.20
5.76
39.60
30
40.80
8.80
31.88
219.10
356.51
633.80
173.20
28.80
22.80
5.84
38.00
31
8.10
213.70
407.60
182.20
20.80
5.60
37.00
----------
--------------
Total
508 44
1156 67
523 81
3529 61
4788 09 13459 53
6440 85
1872 40
1232 60
289 36
168 14
831 00 34800 50 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
16.95
37.31
17.46
113.86
154.45
448.65
207.77
62.41
39.76
9.33
6.01
26.81
95.34 CMS
Max
40.80
116.50
31.88
267.00
407.60
633.80
605.50
174.10
51.30
19.20
14.10
41.40
633.80 CMS
Min
4.00
8.10
8.20
28.40
23.02
241.00
93.90
14.90
20.80
4.88
2.52
14.80
2.52 CMS
Runoff
43.93
99.94
45.26
304.96
413.69
1162.90
556.49
161.78
106.50
25.00
14.53
71.80
3006.76 MCM
639.20
Runoff Yield
2.31
15.519
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 129.64 m. (MSL.), at 01.00 Hours, on Sep 30, 2014
Momentary Peak