311
700
800
900
1000
Flow ‐ CMS
Flow of Yom River (Y.3A)
at Ban Wang Mai Khon
Water Year 2014
300
400
500
600
0
100
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
0.00
5.70
22.20
22.20
204.00
341.50
136.23
53.50
25.00
0.00
0.00
3.00
2
0.00
6.90
20.60
21.80
139.00
452.00
129.31
54.50
25.00
0.00
0.00
3.00
3
0.00
8.10
19.40
32.60
163.23
580.70
173.62
56.00
24.20
0.00
0.60
2.40
4
0.00
8.10
21.40
50.50
154.23
805.85
121.00
62.00
24.20
0.00
1.50
2.40
5
0.00
8.10
52.50
35.40
94.00
881.75
92.80
79.25
23.40
0.00
2.40
1.80
6
0.00
8.10
46.00
34.20
118.23
861.05
81.45
91.60
23.40
1.50
3.60
1.80
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
0.00
15.00
24.60
29.80
141.08
690.60
62.50
91.60
22.60
1.50
5.10
1.80
8
0.00
15.00
21.80
24.20
149.38
585.95
56.50
83.80
22.60
3.00
6.30
1.20
9
0.00
16.20
20.20
23.40
200.80
547.10
80.90
74.85
21.80
4.50
7.20
1.20
10
0.00
38.20
19.00
33.40
171.54
421.00
65.00
64.00
21.80
6.00
7.50
1.20
11
0.00
92.20
19.80
38.60
133.46
303.70
53.50
55.00
21.00
9.00
9.00
0.60
12
0.00
73.75
19.00
121.00
121.69
241.60
51.50
54.50
21.00
9.00
9.00
0.60
13
0.00
40.60
19.00
188.00
119.62
179.85
38.60
52.50
20.20
9.00
7.50
0.60
14
0.00
21.00
21.40
109.23
121.69
162.54
39.40
50.00
20.20
9.80
6.60
0.00
15
0 00
21 00
22 60
60 50
118 92
145 92
86 20
48 00
19 80
9 80
5 40
0 00
.
.
.
.
.
.
.
.
.
.
.
.
16
0.00
22.20
23.40
51.50
136.23
152.15
31.40
47.00
19.80
10.60
3.00
0.00
17
0.00
22.60
23.80
46.00
174.31
175.69
32.20
43.50
19.40
10.60
1.80
0.00
18
0.00
22.20
24.20
45.00
158.38
184.00
33.80
39.40
19.40
11.40
0.60
0.00
19
0.00
21.80
54.00
44.50
148.69
184.80
36.20
35.40
19.40
11.40
0.00
0.00
20
0.00
21.40
56.00
58.00
112.00
159.77
46.00
31.80
19.00
11.40
0.00
0.00
21
0.00
21.00
46.00
72.65
160.46
115.46
54.00
31.40
19.00
10.60
0.00
0.00
22
0.00
20.20
33.00
121.69
336.10
116.15
58.50
30.20
19.00
10.60
1.80
0.00
23
0.00
20.60
22.60
127.23
443.00
92.80
67.00
27.80
19.00
9.80
4.20
0.00
24
0.00
21.00
22.20
115.46
318.10
56.00
79.80
26.60
19.00
9.00
5.10
0.00
25
0.00
21.40
21.00
108.54
205.60
157.00
78.15
25.80
18.60
6.00
4.20
0.00
26
0.00
21.40
20.60
229.60
136.23
181.23
61.50
25.80
17.80
3.00
3.60
0.00
27
0.00
21.80
20.60
221.60
121.00
375.40
56.00
25.80
16.20
1.50
3.60
0.00
28
0.00
21.80
21.80
161.85
148.69
347.80
55.50
25.40
13.80
1.50
3.00
0.00
29
0.00
22.20
29.80
150.77
232.80
224.80
54.50
25.40
9.40
0.00
0.00
30
0.00
21.80
33.00
184.80
260.75
170.85
54.00
25.40
4.50
0.00
0.00
31
21.00
240.00
222.40
52.50
0.60
0.00
0.00
----------
--------------
Total
0 00
722 35
821 50
2804 02
5465 61
9895 01
2119 56
1437 80
590 10
170 50
102 60
21 60 24150 65 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
0.00
23.30
27.38
90.45
176.31
329.83
68.37
47.93
19.04
5.50
3.66
0.70
66.17 CMS
Max
0.00
92.20
56.00
240.00
443.00
881.75
173.62
91.60
25.00
11.40
9.00
3.00
881.75 CMS
Min
0.00
5.70
19.00
21.80
94.00
56.00
31.40
25.40
0.60
0.00
0.00
0.00
0.00 CMS
Runoff
0.00
62.41
70.98
242.27
472.23
854.93
183.13
124.23
50.99
14.73
8.87
1.87
2086.62 MCM
902.45 CMS. at 61.03 m. (MSL.) at 21.00 Hours , on Sep 5 , 2014
Runoff Yield
4.96
67.696
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak