Basic HTML Version
295
1200
1400
1600
Flow ‐ CMS
Flow of Yom River (Y.6)
at Ban Kaeng Luang
Water Year 2012
400
600
800
1000
0
200
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
52.10
13.72
337.80
67.50
176.00
371.10
369.20
87.80
114.00
15.14
1.71
1.01
2
43.50
13.07
261.20
56.30
143.50
294.60
348.60
92.60
210.00
96.80
2.80
0.80
3
40.50
18.00
254.80
50.00
134.70
246.80
339.60
117.45
225.00
151.30
5.00
0.86
4
39.00
33.00
283.80
50.00
120.90
310.80
318.00
125.50
108.00
157.80
4.56
0.86
5
42.00
35.00
277.20
46.40
106.00
791.30
371.10
103.10
98.60
152.60
6.64
0.98
6
43.50
47.60
318.00
48.80
102.20
646.00
350.40
88.60
109.00
147.40
10.52
0.92
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
44.00
191.40
254.80
199.80
116.30
689.60
433.00
105.00
112.00
138.30
16.31
0.83
8
44.60
231.00
216.00
185.80
103.10
689.60
383.00
131.25
108.00
127.80
12.04
0.42
9
45.20
262.80
431.00
187.20
94.20
942.10
466.20
132.40
99.50
119.75
6.90
0.50
10
46.40
381.00
564.00
160.40
104.00
1050.60
345.00
138.30
95.00
104.00
3.94
0.64
11
47.00
298.20
772.40
170.80
246.80
1082.20
240.40
135.85
90.20
89.40
2.60
1.25
12
44.00
216.00
577.80
110.00
439.00
951.40
205.50
115.15
59.10
20.99
2.22
0.86
13
84.60
176.00
413.00
116.30
425.00
643.50
187.20
91.00
51.40
12.42
1.86
0.80
14
101.30
116.30
289.20
95.00
267.60
510.20
159.10
95.00
47.60
31.00
1.50
0.86
15
110 00
86 20
210 00
107 00
214 50
700 00
156 50
109 00
45 80
68 40
1 47
0 83
.
.
.
.
.
.
.
.
.
.
.
.
16
107.00
71.00
161.70
99.50
176.00
1425.50
151.30
114.00
44.00
62.70
1.37
0.92
17
93.40
68.90
127.80
81.40
165.60
1028.90
152.60
127.80
42.50
57.00
1.22
0.89
18
76.60
78.20
107.00
71.00
163.00
758.90
134.70
137.00
41.50
53.75
1.13
0.78
19
59.10
67.50
91.00
66.80
173.40
435.00
130.10
134.70
43.00
27.75
1.01
0.76
20
43.00
67.50
87.00
64.00
151.30
348.60
127.80
101.30
44.00
12.04
0.95
0.76
21
25.00
148.70
83.80
93.40
142.20
300.00
184.40
100.40
45.20
12.42
0.89
0.74
22
18.40
130.10
79.80
94.20
194.20
280.40
243.60
94.20
47.00
11.66
0.83
0.70
23
16.80
107.00
77.40
88.60
389.00
231.00
174.70
92.60
45.80
7.74
0.89
0.68
24
14.70
85.40
68.20
118.60
355.90
234.00
120.90
88.60
45.20
5.60
1.25
0.66
25
12.10
78.20
75.00
128.95
256.40
214.50
104.00
88.60
48.20
3.69
1.34
0.66
26
10.80
100.40
91.00
477.20
229.50
234.00
100.40
95.90
8.58
2.85
1.22
0.58
27
14.38
157.80
81.40
742.70
328.80
235.60
176.00
95.00
20.99
2.26
1.22
0.50
28
16.80
112.00
68.90
608.60
490.40
330.60
108.00
117.45
24.50
2.06
1.10
0.52
29
16.00
223.50
68.90
307.20
689.60
397.00
87.80
96.80
19.82
1.19
0.50
30
15.35
479.40
68.90
217.50
651.00
367.30
94.20
133.55
19.82
0.78
0.48
31
435.00
190.00
497.00
99.50
16.31
1.57
0.46
----------
--------------
Total
1367 13
4529 89
6798 80
5100 95
7847 10 16741 10
6862 80
3285 90
2129 62
1698 16
94 49
23 01 56478 95 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
45.57
146.13
226.63
164.55
253.13
558.04
221.38
109.53
68.70
54.78
3.37
0.74
154.74 CMS
Max
110.00
479.40
772.40
742.70
689.60
1425.50
466.20
138.30
225.00
157.80
16.31
1.25
1425.50 CMS
Min
10.80
13.07
68.20
46.40
94.20
214.50
87.80
87.80
8.58
0.78
0.83
0.42
0.42 CMS
Runoff
118.12
391.38
587.42
440.72
677.99
1446.43
592.95
283.90
184.00
146.72
8.16
1.99
4879.78 MCM
1608.00 CMS. at 67.10 m. (MSL.) at 06.00 Hours , on Sep 16 , 2012
Runoff Yield
12.12
125.930
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak