Page 449 - Slide 1

Basic HTML Version

413
200
250
Flow ‐ CMS
Flow of Nam Khwae Noi (N.81)
at Ban Kaeng Bua Kham
Water Year 2014
100
150
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
0.80
1.60
16.07
22.92
41.00
186.85
106.70
45.50
12.25
5.00
2.05
2.50
2
0.70
1.45
11.82
34.00
34.00
200.40
96.50
40.30
11.82
4.75
1.90
1.75
3
0.60
1.45
16.50
27.00
33.42
207.40
94.50
34.70
11.82
4.75
1.90
1.30
4
0.55
1.30
14.80
18.83
37.50
208.80
92.50
28.75
11.40
4.50
1.90
1.45
5
2.75
1.45
8.00
14.37
42.50
213.00
78.70
27.58
10.97
4.50
1.75
1.15
6
3.25
1.45
7.10
10.55
38.90
224.20
65.35
34.70
10.55
4.25
1.75
1.00
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
12.68
1.60
6.50
7.10
50.10
214.40
59.70
39.60
10.12
4.00
1.60
0.95
8
7.10
1.60
12.25
6.20
75.85
220.00
47.75
47.00
9.27
3.50
1.60
0.95
9
4.00
1.75
13.52
5.30
87.50
203.20
41.00
41.00
8.42
3.75
1.45
0.75
10
2.75
1.90
17.67
5.90
90.50
160.75
35.40
38.90
8.42
4.50
1.45
0.70
11
2.20
2.05
28.17
11.82
89.50
131.70
41.75
35.40
8.00
5.30
1.75
0.70
12
1.90
2.20
18.83
22.92
81.55
113.00
50.90
30.50
7.70
6.50
1.60
1.30
13
1.45
2.20
16.07
21.75
58.10
81.55
57.30
29.33
7.40
7.40
1.75
1.15
14
2.35
2.35
21.75
19.42
44.75
79.65
49.30
24.67
7.10
7.40
1.75
1.15
15
2 50
2 35
13 95
27 00
44 00
94 50
36 10
21 75
6 80
6 50
2 35
1 30
.
.
.
.
.
.
.
.
.
.
.
.
16
4.50
2.50
18.25
33.42
224.20
96.50
31.08
20.58
6.80
5.90
3.00
1.00
17
4.25
2.50
20.58
31.08
197.65
144.60
28.17
18.83
6.50
5.30
2.75
0.85
18
4.00
2.35
29.33
24.08
188.20
139.80
26.42
17.67
6.50
4.75
3.00
0.80
19
3.50
2.20
33.42
24.67
193.60
144.60
24.08
16.50
6.50
4.25
2.75
0.75
20
3.25
2.20
22.92
18.25
192.25
132.80
23.50
16.07
6.20
4.00
5.60
0.75
21
7.70
2.20
11.82
27.00
159.50
115.20
22.33
15.65
5.90
3.50
4.50
0.75
22
5.00
2.35
10.55
27.58
135.00
95.50
23.50
14.80
5.90
3.00
4.75
0.85
23
4.00
2.50
8.85
28.17
117.40
70.45
48.50
14.37
5.60
3.00
4.50
2.05
24
3.25
2.75
7.40
25.25
104.60
93.50
49.30
14.37
5.60
3.00
4.25
2.75
25
2.35
3.00
8.00
32.25
83.50
103.55
67.90
13.95
5.60
3.00
3.50
5.60
26
1.90
3.25
8.00
28.17
68.75
108.80
71.30
13.52
5.30
2.75
3.25
10.97
27
1.45
3.50
8.00
29.33
58.90
103.55
62.90
13.10
5.30
2.50
3.25
7.70
28
1.75
3.75
8.42
54.10
81.55
105.65
42.50
12.68
5.30
2.50
2.50
6.20
29
2.20
4.00
10.97
53.30
105.65
108.80
33.42
12.68
5.00
2.35
4.75
30
1.75
3.75
25.25
51.70
186.85
115.20
36.10
12.68
5.00
2.20
3.50
31
3.50
47.00
186.85
38.90
4.75
2.20
3.50
----------
--------------
Total
96 43
73 00
454 76
790 43
3133 62
4217 90
1583 35
747 13
233 79
130 80
74 15
70 87 11606 23 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
3.21
2.35
15.16
25.50
101.08
140.60
51.08
24.90
7.54
4.22
2.65
2.29
31.80 CMS
Max
12.68
4.00
33.42
54.10
224.20
224.20
106.70
47.00
12.25
7.40
5.60
10.97
224.20 CMS
Min
0.55
1.30
6.50
5.30
33.42
70.45
22.33
12.68
4.75
2.20
1.45
0.70
0.55 CMS
Runoff
8.33
6.31
39.29
68.29
270.75
364.43
136.80
64.55
20.20
11.30
6.41
6.12
1002.78 MCM
235.40 CMS. at 163.96 m. (MSL.) at 15.00 Hours , on Aug 18 , 2014
Runoff Yield
10.19
75.449
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak