Basic HTML Version
447
250
300
350
Flow ? CMS
Flow of Huai Tak Dad (Ct.19)
at Ban Don Yai
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
0.01
17.75
161.70
1.50
33.90
30.60
170.10
109.95
8.20
0.28
0.00
0.00
2
0.01
21.25
113.80
1.80
25.20
34.80
170.80
102.00
7.30
0.22
0.00
0.00
3
0.01
20.75
74.50
1.90
20.50
52.80
171.50
95.50
6.25
0.17
0.00
0.00
4
0.00
18.75
57.70
6.40
20.75
51.05
175.00
88.50
5.05
0.12
0.00
0.00
5
0.00
14.75
82.50
21.75
17.50
76.00
187.60
82.50
4.45
0.06
0.00
0.00
6
0.00
15.00
85.00
34.50
14.50
111.60
197.80
77.50
3.80
0.00
0.00
0.00
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
0.00
15.00
86.00
30.90
11.20
124.40
206.60
72.00
3.70
0.00
0.00
0.00
8
0.00
15.00
128.00
13.00
7.30
149.80
213.80
65.50
3.60
0.00
0.00
0.00
9
0.00
15.00
152.60
12.80
7.75
148.40
215.40
59.30
3.60
0.00
0.00
0.00
10
0.00
14.75
146.35
15.75
11.20
132.20
204.20
52.80
3.10
0.00
0.00
0.00
11
0.00
13.80
98.00
15.50
10.00
169.40
189.00
46.50
1.60
0.00
0.00
0.00
12
0.00
13.60
55.02
7.15
9.85
229.10
179.90
39.50
0.65
0.00
0.00
0.00
13
0.00
13.20
30.90
7.15
11.40
269.00
177.10
33.00
0.14
0.00
0.00
0.00
14
0.00
12.80
21.00
29.10
23.75
277.70
172.20
27.00
0.10
0.00
0.00
0.00
15
0 00
12 40
11 80
57 70
23 00
292 00
175 70
21 75
0 16
0 00
0 00
0 00
.
.
.
.
.
.
.
.
.
.
.
.
16
0.00
12.40
7.00
88.00
25.50
319.80
185.50
17.50
0.38
0.00
0.00
0.00
17
0.00
47.20
5.20
106.10
53.15
297.50
193.80
14.75
0.55
0.00
0.00
0.00
18
0.00
83.00
3.60
82.00
52.80
261.00
216.20
13.60
0.55
0.00
0.00
0.00
19
0.00
85.50
2.40
54.26
65.08
213.00
225.50
13.60
0.38
0.00
0.00
0.00
20
0.00
63.40
2.20
37.75
76.00
193.00
230.00
12.60
0.38
0.00
0.00
0.00
21
0.00
53.15
2.30
25.20
67.75
189.80
223.70
11.80
0.38
0.00
0.00
0.00
22
0.00
49.65
2.60
21.25
73.50
189.00
201.00
11.40
0.38
0.00
0.00
0.00
23
0.00
48.60
2.60
20.75
62.98
201.00
172.20
11.00
0.38
0.00
0.00
0.00
24
0.00
9.85
2.50
21.25
34.50
213.00
158.20
10.60
0.38
0.00
0.00
0.00
25
0.00
9.55
2.30
41.60
23.50
217.00
151.20
10.20
0.40
0.00
0.00
0.00
26
7.00
17.75
2.00
77.00
20.75
215.40
144.40
10.00
0.42
0.00
0.00
0.00
27
7.60
74.00
2.00
73.50
16.25
210.60
138.55
9.70
0.42
0.00
0.00
0.00
28
8.20
154.70
1.80
56.92
16.25
192.20
134.00
9.55
0.42
0.00
0.00
0.00
29
8.50
218.60
1.60
38.80
14.00
179.90
129.80
9.40
0.42
0.00
0.00
0.00
30
14.00
119.60
1.50
23.25
27.60
175.70
124.40
8.95
0.42
0.00
0.00
31
165.20
21.50
39.50
117.20
0.42
0.00
0.00
----------
--------------
Total
45 33
1445 95
1346 47
1046 03
916 91
5416 75
5552 35
1147 95
58 38
0 85
0 00
0 00 16976 97 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.51
46.64
44.88
33.74
29.58
180.56
179.11
38.26
1.88
0.03
0.00
0.00
46.39 CMS
Max
14.00
218.60
161.70
106.10
76.00
319.80
230.00
109.95
8.20
0.28
0.00
0.00
319.80 CMS
Min
0.00
9.55
1.50
1.50
7.30
30.60
117.20
8.95
0.10
0.00
0.00
0.00
0.00 CMS
Runoff
3.92
124.93
116.34
90.38
79.22
468.01
479.72
99.18
5.04
0.07
0.00
0.00
1466.81 MCM
336.60 CMS. at 23.78 m. (MSL.) at 19.00 Hours , on Sep 16 , 2011
Runoff Yield
13.43
97.452
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak