Basic HTML Version
151
100
120
140
Flow ‐ CMS
Flow of Huai Thap Than (M.42)
at Ban Huai Thap Than
Water Year 2014
40
60
80
0
20
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
1.40
0.40
0.00
2.00
7.20
43.45
62.80
107.00
8.00
6.80
3.80
6.00
2
1.20
0.60
0.00
1.80
7.60
63.40
67.60
111.50
8.00
6.80
3.80
6.00
3
1.00
0.80
0.00
1.60
8.00
78.75
69.50
115.00
7.20
6.80
3.80
6.00
4
1.00
1.40
0.00
1.60
8.00
88.75
68.25
116.25
6.80
6.80
3.80
6.00
5
1.00
1.20
0.00
1.40
8.40
95.00
65.00
115.00
9.60
6.80
3.80
5.60
6
1.00
1.20
0.00
2.00
10.40
102.50
62.80
111.50
17.00
6.80
3.80
5.60
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
1.00
1.20
0.00
4.40
34.00
108.75
63.80
105.50
16.00
6.00
3.80
5.20
8
1.00
1.20
0.00
5.60
42.10
113.75
61.20
96.00
15.00
5.20
3.80
5.20
9
1.00
1.20
0.00
3.60
46.20
118.75
56.80
80.50
16.00
4.80
3.60
4.80
10
1.00
1.00
0.00
3.00
48.20
123.00
47.60
63.20
21.90
4.40
3.60
4.80
11
1.20
1.00
0.00
2.80
47.00
126.00
42.55
50.40
16.00
4.00
3.60
4.40
12
1.40
1.00
0.00
2.80
39.80
127.20
41.50
43.60
12.50
3.80
3.60
4.40
13
1.40
0.80
0.00
2.60
30.00
124.50
40.75
41.20
10.80
3.80
3.60
4.00
14
1.40
0.60
0.00
2.80
16.00
119.50
39.50
38.60
10.00
3.80
3.60
4.00
15
1 40
0 60
0 00
2 60
16 00
111 75
37 50
26 00
9 20
3 80
3 60
4 00
.
.
.
.
.
.
.
.
.
.
.
.
16
1.40
0.40
0.00
2.60
15.00
103.75
35.00
16.00
8.40
3.80
3.60
3.80
17
1.40
0.40
0.00
2.60
14.00
100.00
22.60
13.00
8.00
4.00
3.60
3.80
18
1.40
0.40
0.00
2.60
12.50
99.50
18.40
10.80
8.00
4.00
3.60
3.60
19
1.40
0.20
0.00
2.40
10.00
101.00
17.00
9.60
8.00
3.80
3.80
3.60
20
1.40
0.20
0.00
2.60
8.00
103.50
17.70
8.40
7.60
3.40
3.80
3.60
21
1.40
0.20
0.00
3.00
6.40
105.50
19.80
7.20
7.60
3.40
4.40
3.60
22
1.40
0.00
0.80
3.40
4.00
105.75
23.30
6.80
7.60
3.60
5.60
3.60
23
1.20
0.00
1.00
5.20
4.80
103.75
35.80
6.00
7.20
3.60
6.00
3.40
24
1.00
0.00
1.00
5.60
8.40
99.00
41.50
5.60
7.60
3.60
6.00
3.40
25
1.00
0.00
1.20
4.40
9.60
91.50
51.40
5.60
7.60
3.80
5.60
3.20
26
0.80
0.00
1.20
4.00
8.40
80.50
62.20
5.20
7.60
3.80
5.60
3.00
27
0.60
0.00
1.40
4.00
8.40
68.75
71.75
4.80
7.60
3.80
5.20
3.00
28
0.60
0.00
1.60
3.80
10.00
60.00
80.75
5.20
7.20
3.80
5.60
3.00
29
0.40
0.00
2.00
4.00
13.50
55.80
89.25
5.20
6.80
3.80
2.80
30
0.40
0.00
2.60
4.40
15.50
56.40
96.50
7.20
6.40
3.80
2.80
31
0.00
5.60
29.00
102.25
5.60
3.80
2.80
----------
--------------
Total
33 20
16 00
12 80
100 80
546 40
2879 75
1612 35
1337 85
302 80
140 20
118 00
129 00
7229 15 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.11
0.52
0.43
3.25
17.63
95.99
52.01
44.59
9.77
4.52
4.21
4.16
19.81 CMS
Max
1.40
1.40
2.60
5.60
48.20
127.20
102.25
116.25
21.90
6.80
6.00
6.00
127.20 CMS
Min
0.40
0.00
0.00
1.40
4.00
43.45
17.00
4.80
5.60
3.40
3.60
2.80
0.00 CMS
Runoff
2.87
1.38
1.11
8.71
47.21
248.81
139.31
115.59
26.16
12.11
10.20
11.15
624.60 MCM
127.20 CMS. at 127.24 m. (MSL.) at 06.00 Hours , on Sep 12 , 2014
Runoff Yield
6.99
44.915
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak