Basic HTML Version
43
350
400
450
500
Flow ? CMS
Flow of Nam Mae Ing (I.14)
at Ban Nam Ing
Water Year 2011
150
200
250
300
0
50
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
3.30
5.40
89.50
274.05
145.80
424.95
216.00
108.50
21.80
7.00
5.20
3.50
2
3.30
6.00
77.50
269.80
134.15
420.20
243.00
102.50
21.45
6.80
5.20
3.40
3
3.10
6.60
66.50
265.55
135.80
409.75
283.40
103.50
21.10
6.80
5.20
3.30
4
3.10
8.00
60.00
255.80
136.35
401.20
292.75
100.50
20.75
6.80
5.20
3.20
5
3.10
21.80
53.20
235.80
130.30
399.30
285.10
97.00
20.40
6.60
5.20
3.10
6
3.00
25.30
47.60
216.00
129.20
404.05
274.05
92.50
20.05
6.60
5.20
3.20
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
2.90
33.60
49.20
202.00
145.20
406.90
268.10
87.50
19.70
6.60
5.00
4.40
8
2.90
38.00
56.00
186.70
214.60
402.15
262.20
80.50
19.35
6.40
4.80
5.60
9
2.90
45.20
59.60
173.70
280.00
395.50
249.40
60.80
18.30
6.40
4.60
5.80
10
3.00
64.40
64.40
178.25
303.80
386.95
249.40
61.20
18.30
6.40
4.60
6.60
11
3.70
112.00
67.00
143.40
325.70
377.90
237.40
60.40
17.60
6.80
4.60
7.00
12
5.00
132.50
49.20
128.65
361.70
359.90
222.00
55.20
16.90
6.60
4.60
7.60
13
5.00
116.00
42.80
112.50
395.50
343.70
205.50
49.20
16.90
6.60
4.20
8.00
14
5.20
103.50
40.80
112.50
412.60
316.70
168.50
42.80
16.90
6.60
4.00
8.40
15
5 00
101 50
29 20
150 60
417 35
308 05
169 80
40 00
16 55
6 80
3 60
8 60
.
.
.
.
.
.
.
.
.
.
.
.
16
5.00
110.00
22.50
198.50
415.45
306.35
160.80
38.80
15.15
7.00
3.40
11.80
17
4.60
120.40
16.55
247.80
409.75
305.50
160.80
35.60
13.40
7.60
3.50
17.25
18
4.60
134.15
16.90
287.65
401.20
297.85
160.80
34.80
11.80
7.40
3.90
15.50
19
4.00
159.00
18.65
296.15
394.55
297.00
147.60
32.80
10.60
7.00
3.80
13.75
20
3.40
176.95
20.40
282.55
380.60
308.05
138.60
30.80
9.40
6.80
3.80
12.35
21
3.30
190.10
20.75
276.60
393.60
318.50
134.70
28.00
8.80
6.60
3.80
11.40
22
3.40
188.70
18.65
274.05
423.05
325.70
131.40
26.40
8.60
6.60
3.80
10.60
23
3.50
182.15
14.80
261.40
444.00
322.10
129.75
24.60
8.60
6.20
3.80
10.00
24
3.60
172.40
12.70
247.00
454.00
316.70
125.35
22.50
8.60
5.60
3.80
9.40
25
3.70
156.60
11.60
239.80
454.00
308.90
123.15
21.80
8.40
5.80
3.80
8.40
26
3.80
142.20
26.40
239.80
449.00
291.05
122.60
21.45
8.40
5.60
3.80
8.00
27
4.40
125.35
115.50
229.50
444.00
274.05
119.30
21.10
8.20
5.60
3.80
8.00
28
4.60
107.50
224.25
213.20
440.15
261.40
115.00
21.45
8.20
5.60
3.60
7.80
29
5.40
92.50
265.55
200.60
435.40
231.80
117.65
21.45
8.00
5.60
3.60
7.60
30
5.40
87.50
282.55
186.05
431.60
205.50
119.30
21.80
7.80
5.60
7.00
31
88.00
163.95
430.65
116.00
7.60
5.60
6.60
----------
--------------
Total
117 20
3053 30
1940 25
6749 90 10469 05 10127 65
5749 40
1545 45
437 60
200 00
123 40
247 15 40760 35 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
3.91
98.49
64.68
217.74
337.71
337.59
185.46
51.52
14.12
6.45
4.26
7.97
111.37 CMS
Max
5.40
190.10
282.55
296.15
454.00
424.95
292.75
108.50
21.80
7.60
5.20
17.25
454.00 CMS
Min
2.90
5.40
11.60
112.50
129.20
205.50
115.00
21.10
7.60
5.60
3.40
3.10
2.90 CMS
Runoff
10.13
263.81
167.64
583.19
904.53
875.03
496.75
133.53
37.81
17.28
10.66
21.35
3521.70 MCM
456.00 CMS. at 359.73 m. (MSL.) at 18.00 Hours , on Aug 24 , 2011
Runoff Yield
17.77
72.774
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak