Basic HTML Version
59
300
350
400
Flow ‐ CMS
Flow of Nam Mae Ing (I.14)
at Ban Nam Ing
Water Year 2014
100
150
200
250
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
0.84
3.10
0.62
2.30
142.37
349.36
110.20
36.66
12.14
3.34
6.29
0.13
2
0.78
4.82
0.42
2.10
140.63
349.36
119.82
37.50
12.70
2.86
5.95
0.07
3
0.76
12.14
0.34
2.00
142.94
337.84
104.20
58.15
13.54
2.30
5.44
0.12
4
0.67
22.97
0.03
2.00
151.61
334.96
90.70
87.70
12.98
1.90
4.68
0.13
5
0.70
25.78
0.03
1.80
166.06
334.24
86.20
89.20
12.70
1.80
3.98
0.13
6
0.80
18.58
0.24
1.80
187.72
332.80
84.20
89.20
12.42
1.70
3.58
0.12
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
0.96
16.86
0.24
4.54
218.44
344.32
80.20
104.20
11.58
1.60
3.10
0.12
8
1.04
15.13
0.18
95.20
206.92
350.80
67.20
118.67
10.80
0.94
2.98
0.12
9
0.96
13.54
0.15
232.52
178.12
351.52
57.21
119.25
10.30
3.46
0.19
0.11
10
0.94
12.98
0.12
251.74
154.50
343.60
50.22
111.70
10.05
10.80
0.52
0.11
11
1.06
9.55
0.09
224.84
133.70
331.36
47.43
110.20
9.80
21.40
0.28
0.13
12
1.04
8.60
1.80
181.32
130.81
307.60
46.50
106.20
9.55
24.16
0.26
0.10
13
1.00
7.40
1.90
153.35
125.03
291.94
52.08
98.20
9.05
18.93
0.24
0.10
14
0.96
6.46
2.30
230.60
122.71
289.26
49.76
93.70
8.80
17.90
0.22
0.10
15
0 94
6 46
2 62
235 72
148 15
281 22
47 43
81 70
8 60
16 17
0 21
0 10
.
.
.
.
.
.
.
.
.
.
.
.
16
0.86
6.29
2.86
218.44
151.61
271.84
48.36
64.26
8.40
15.13
0.19
0.11
17
0.84
5.44
4.82
174.92
146.99
267.82
45.60
47.90
9.80
14.79
0.18
0.11
18
0.78
3.46
4.82
142.94
142.94
263.80
53.48
42.90
7.00
13.82
0.17
0.11
19
0.76
2.86
4.12
138.90
142.94
253.75
49.76
37.95
6.46
12.70
0.16
0.12
20
0.72
1.34
3.46
161.44
151.61
245.04
47.90
34.56
6.12
11.58
0.15
0.12
21
0.70
1.26
3.22
148.72
147.57
232.52
42.45
29.94
3.34
9.55
0.15
0.12
22
0.66
2.30
3.10
131.38
140.05
227.40
41.10
27.86
1.02
9.05
0.16
0.12
23
0.51
4.12
2.62
152.19
126.76
213.96
46.05
23.77
1.18
8.80
0.16
0.12
24
0.42
3.34
1.34
125.60
121.56
186.44
50.22
22.18
3.46
8.60
0.15
0.14
25
0.37
2.86
1.26
106.70
119.82
171.84
50.22
19.97
6.46
8.40
0.15
0.19
26
0.35
2.62
2.00
97.20
135.43
169.53
50.69
18.24
9.55
8.20
0.15
0.23
27
0.34
1.34
3.34
98.70
151.61
163.17
51.61
16.86
8.80
8.00
0.15
0.25
28
0.30
0.94
3.46
110.20
167.22
144.68
54.87
15.48
7.80
7.60
0.15
0.28
29
0.27
0.86
3.10
149.88
194.76
125.60
53.48
14.10
7.00
7.20
0.23
30
0.28
0.78
2.62
170.11
291.27
111.20
51.61
12.42
5.61
6.80
0.20
31
0.70
154.50
338.56
49.29
5.61
6.46
0.18
----------
--------------
Total
21 61
224 88
57 22
3903 65
5020 41
7978 77
1880 04
1770 62
262 62
285 94
39 99
4 32 21450 07 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
0.72
7.25
1.91
125.92
161.95
265.96
60.65
59.02
8.47
9.22
1.43
0.14
58.77 CMS
Max
1.06
25.78
4.82
251.74
338.56
351.52
119.82
119.25
13.54
24.16
6.29
0.28
351.52 CMS
Min
0.27
0.70
0.03
1.80
119.82
111.20
41.10
12.42
1.02
0.94
0.15
0.07
0.03 CMS
Runoff
1.87
19.43
4.94
337.28
433.76
689.37
162.44
152.98
22.69
24.71
3.46
0.37
1853.29 MCM
352.96 CMS. at 358.68 m. (MSL.) at 06.00 Hours , on Sep 2 , 2014
Runoff Yield
9.38
56.329
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak