Page 677 - yearbook2011

Basic HTML Version

643
250
300
350
Flow ? CMS
Flow of Tapi River (X.195)
at Ban Tha Pho
Water Year 2011
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
306.40
40.15
33.00
23.50
26.00
35.75
57.23
29.50
36.30
39.60
62.98
15.80
2
238.25
39.60
35.20
23.00
22.55
37.95
50.32
25.50
45.15
153.70
44.57
14.90
3
185.60
32.00
37.95
24.00
20.75
37.95
54.35
23.50
40.15
173.30
42.90
14.45
4
154.40
24.50
35.75
23.00
18.50
36.30
50.32
22.10
42.90
123.60
37.95
14.00
5
132.70
27.00
34.10
22.10
16.25
35.75
52.05
22.10
42.35
87.45
35.75
17.15
6
120.10
28.50
32.00
22.10
15.35
35.75
49.18
19.40
36.85
73.60
34.10
17.15
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
111.50
31.00
31.00
21.20
16.25
35.75
46.30
14.00
31.00
65.85
32.50
16.25
8
99.80
27.50
30.50
21.20
16.25
37.40
36.85
14.00
28.00
61.25
31.50
17.15
9
89.40
27.50
31.00
20.75
16.25
37.95
32.50
16.70
26.00
55.50
30.50
22.55
10
81.60
31.00
33.00
20.75
16.25
28.50
29.00
18.50
34.65
49.75
29.50
17.15
11
73.00
30.50
37.95
21.20
18.50
39.05
34.65
13.10
48.03
47.45
29.00
17.60
12
67.00
30.50
36.30
23.00
16.25
58.95
48.03
12.50
41.25
48.03
28.00
18.50
13
64.13
27.50
37.95
28.00
14.90
56.65
48.03
11.90
32.00
58.38
28.50
17.15
14
61.83
29.00
35.20
36.30
14.00
49.18
45.15
18.95
27.50
56.08
27.50
15.35
15
59 52
28 00
32 50
34 10
14 00
48 03
41 80
14 00
26 00
125 70
26 50
14 45
.
.
.
.
.
.
.
.
.
.
.
.
16
59.52
27.50
32.00
33.55
14.00
42.35
38.50
14.00
60.67
92.65
26.00
13.70
17
57.80
34.10
32.00
28.50
14.00
33.00
33.55
14.00
72.40
77.80
24.00
13.40
18
56.65
31.00
35.75
25.50
14.00
30.50
30.00
14.00
64.70
67.00
19.85
13.40
19
58.95
38.50
39.05
21.20
17.60
29.00
29.50
13.10
57.80
59.52
32.50
15.80
20
60.10
34.10
34.10
20.75
17.15
30.00
29.00
12.50
47.45
57.23
28.50
14.45
21
53.78
40.70
31.50
20.75
19.85
33.55
27.00
14.90
41.25
65.28
22.10
14.45
22
51.47
36.85
29.50
20.75
20.75
40.15
25.00
48.60
44.57
52.63
19.85
13.10
23
49.18
33.00
28.50
20.75
34.10
37.40
22.55
80.30
51.47
45.15
18.95
13.10
24
47.45
31.00
29.00
21.65
26.00
40.70
22.10
66.43
46.88
41.25
18.05
12.50
25
44.57
30.00
28.00
21.65
25.00
36.85
22.10
116.05
71.20
38.50
17.15
12.20
26
42.35
32.50
26.50
21.20
48.60
34.65
30.50
122.90
68.20
36.30
16.70
11.60
27
42.35
29.50
26.00
22.55
36.30
44.00
34.65
99.15
50.32
34.65
16.25
9.50
28
41.80
30.50
25.50
27.00
44.57
52.63
30.00
76.60
41.25
32.50
15.80
8.90
29
41.25
29.00
24.50
31.50
42.35
56.08
30.00
61.25
36.30
31.50
15.80
8.00
30
40.70
29.50
24.00
34.10
41.80
67.60
37.95
46.88
33.55
34.65
3.50
31
31.00
27.00
39.05
35.75
31.50
45.72
3.50
----------
--------------
Total
2593 15
973 00
959 30
762 60
717 17
1219 37
1153 91
1076 41
1357 64
2031 57
813 25
430 70 14088 07 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
86.44
31.39
31.98
24.60
23.13
40.65
37.22
35.88
43.79
65.53
28.04
13.89
38.49 CMS
Max
306.40
40.70
39.05
36.30
48.60
67.60
57.23
122.90
72.40
173.30
62.98
22.55
306.40 CMS
Min
40.70
24.50
24.00
20.75
14.00
28.50
22.10
11.90
26.00
31.50
15.80
3.50
3.50 CMS
Runoff
224.05
84.07
82.88
65.89
61.96
105.35
99.70
93.00
117.30
175.53
70.27
37.21
1217.21 MCM
332.75 CMS, at 38.50 m. (MSL), at 01.00 Hours, on Apr 1, 2011
Runoff Yield
78.88
681.865
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak