411
300
350
400
Flow ‐ CMS
Flow of Nam Wa (N.75)
at Tha Li Bridge
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
9.23
21.42
6.57
37.70
115.00
232.21
109.75
44.00
26.16
18.06
14.52
13.00
2
9.23
21.00
5.88
35.50
120.25
280.45
110.50
44.00
25.68
18.06
14.52
13.00
3
9.23
21.00
8.96
28.08
121.00
351.20
104.50
44.00
25.68
18.06
14.52
13.00
4
9.23
21.42
5.65
23.10
117.25
337.10
84.25
44.60
25.20
18.06
14.52
14.90
5
9.23
22.68
5.65
22.68
150.35
318.40
94.75
45.80
24.78
18.06
14.14
15.28
6
9.23
17.22
5.42
21.00
248.87
301.15
112.75
53.65
24.36
18.06
14.14
15.28
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
9.23
14.90
5.42
20.16
177.96
280.45
82.75
55.60
23.94
18.06
14.14
15.28
8
9.23
14.52
5.65
214.50
130.80
232.21
79.00
53.65
23.52
18.48
14.14
15.28
9
9.85
14.14
5.65
152.90
121.00
207.59
73.15
51.80
23.52
18.90
13.76
15.28
10
9.85
14.14
5.65
141.85
117.25
200.67
65.35
47.60
23.52
20.16
13.76
14.90
11
9.50
13.38
26.64
152.05
145.25
184.87
61.45
46.40
23.52
21.42
13.38
14.14
12
9.50
12.65
26.64
139.30
148.65
146.95
60.15
44.60
23.52
23.52
13.38
13.38
13
9.50
12.30
27.12
133.35
131.65
128.25
58.20
41.60
23.52
25.20
13.00
12.65
14
9.50
11.95
28.08
106.75
113.50
110.50
55.60
41.00
23.52
23.52
13.00
11.95
15
9 50
11 60
29 04
94 75
111 25
109 75
54 30
39 90
23 52
22 26
12 65
11 25
.
.
.
.
.
.
.
.
.
.
.
.
16
9.50
1.72
35.50
76.40
134.20
109.75
53.65
37.15
23.10
21.00
12.65
10.55
17
9.85
11.60
38.80
77.70
147.80
128.25
53.00
36.05
23.10
19.74
12.65
9.85
18
9.85
20.16
30.00
79.75
150.35
122.50
51.20
34.95
22.68
18.48
12.65
9.23
19
9.85
21.42
28.08
79.75
169.90
122.50
50.00
33.85
22.26
17.22
13.00
9.23
20
9.85
21.84
26.16
124.85
163.95
124.85
47.60
33.85
21.84
16.42
13.00
8.96
21
9.85
16.42
25.68
221.79
156.30
158.00
45.20
31.65
21.42
16.42
13.00
8.69
22
9.85
16.42
24.36
182.90
146.10
171.60
45.20
30.55
21.00
16.42
13.00
8.42
23
9.50
14.90
22.68
167.35
143.55
241.58
45.20
29.52
20.58
16.04
13.00
7.88
24
9.50
13.38
25.20
163.10
138.45
216.58
45.20
29.04
20.16
16.04
13.00
7.61
25
9.50
11.25
25.68
157.15
158.85
192.77
45.20
28.56
19.74
15.66
13.00
7.61
26
9.50
11.60
26.64
162.25
161.40
166.50
45.20
28.56
19.32
15.28
13.00
7.61
27
9.50
12.65
28.08
224.92
158.00
134.20
45.20
28.08
18.90
15.28
13.00
8.15
28
9.50
13.00
27.60
180.92
165.65
118.75
45.20
27.12
18.90
15.28
13.00
8.42
29
32.20
19.74
33.30
155.45
232.21
109.00
44.60
27.12
18.48
14.90
8.96
30
24.78
20.58
37.15
125.70
314.95
105.25
44.60
26.64
18.06
14.90
8.96
31
26.64
108.25
269.71
44.00
18.06
14.90
8.69
----------
--------------
Total
323 62
497 64
632 93
3611 90
4881 40
5643 83
1956 70
1160 89
691 56
563 86
375 52
347 39 20687 24 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
10.79
16.05
21.10
116.51
157.46
188.13
63.12
38.70
22.31
18.19
13.41
11.21
56.68 CMS
Max
32.20
26.64
38.80
224.92
314.95
351.20
112.75
55.60
26.16
25.20
14.52
15.28
351.20 CMS
Min
9.23
1.72
5.42
20.16
111.25
105.25
44.00
26.64
18.06
14.90
12.65
7.61
1.72 CMS
Runoff
27.96
43.00
54.69
312.07
421.75
487.63
169.06
100.30
59.75
48.72
32.45
30.01
1787.38 MCM
353.55 CMS. at 188.26 m. (MSL.) at 10.00 Hours , on Sep 3 , 2014
Runoff Yield
26.12
162.926
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak