Basic HTML Version
301
300
350
400
Flow ‐ CMS
Flow of Yom River (Y.15)
at Ban Kong
Water Year 2012
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
27.72
0.00
154.50
78.50
130.50
145.30
252.40
99.67
0.80
0.99
0.13
2.65
2
26.30
0.00
186.00
68.75
130.00
158.70
253.85
94.45
0.61
0.98
0.27
2.10
3
24.90
0.00
207.60
57.25
125.50
167.10
252.40
85.37
3.40
0.96
0.74
1.50
4
22.90
0.00
219.60
50.00
121.50
174.45
250.95
81.25
0.61
0.90
9.00
1.40
5
20.50
0.00
228.50
48.75
118.20
176.55
249.50
82.50
0.14
0.82
6.25
1.60
6
18.50
0.00
236.45
65.50
114.52
181.80
249.50
83.50
0.00
0.74
8.00
2.00
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
17.10
0.00
242.25
75.25
109.57
192.00
250.95
82.50
0.00
0.67
7.00
1.80
8
14.90
0.00
249.50
80.00
104.07
207.60
252.40
75.50
0.00
0.61
6.25
1.40
9
12.50
19.30
249.50
85.37
98.03
218.40
253.85
70.25
0.67
0.55
9.50
1.50
10
10.70
95.00
249.50
91.98
93.35
233.70
253.85
66.75
0.69
0.51
9.00
1.80
11
7.40
128.00
265.50
94.17
91.15
248.05
255.30
67.50
0.71
0.48
4.50
2.10
12
4.80
134.20
287.00
91.98
91.15
265.50
252.40
65.75
0.73
0.45
1.80
1.90
13
2.25
131.00
312.00
87.58
97.75
279.00
248.05
65.00
0.65
0.44
1.05
1.40
14
0.15
119.70
328.20
81.00
105.45
291.80
236.45
58.50
0.59
0.41
0.85
1.10
15
0 00
106 00
340 80
80 50
111 50
308 60
222 00
49 25
0 61
0 38
0 89
0 92
.
.
.
.
.
.
.
.
.
.
.
.
16
0.00
85.92
346.20
78.25
113.70
315.60
216.00
56.50
0.65
0.34
0.97
0.86
17
0.00
70.25
342.60
75.25
113.70
324.60
202.80
60.00
0.60
0.31
0.83
0.81
18
0.00
58.00
326.40
71.75
112.87
330.00
193.20
63.75
0.47
0.30
0.75
0.70
19
0.00
49.50
303.50
60.25
111.50
346.20
183.90
65.25
1.45
0.28
0.61
0.61
20
0.00
44.75
274.50
55.50
110.40
350.00
174.45
62.25
0.87
0.26
0.44
0.58
21
0.00
41.75
249.50
56.00
108.75
350.00
162.90
47.00
1.15
0.22
0.51
0.52
22
0.00
48.75
217.20
54.00
105.18
340.80
152.80
37.75
2.30
0.19
0.75
0.46
23
0.00
78.00
172.35
53.00
102.98
331.80
141.80
36.75
3.25
0.17
0.98
0.34
24
0.00
71.50
147.70
60.25
103.80
313.80
134.20
37.50
3.25
0.14
2.40
0.28
25
0.00
74.00
129.50
65.75
107.92
300.10
128.00
0.00
3.10
0.12
4.00
0.19
26
0.00
60.25
115.35
70.00
112.87
285.40
121.50
0.71
2.65
0.11
4.50
0.14
27
0.00
45.00
109.02
84.55
115.08
271.50
114.80
2.40
2.20
0.10
3.85
0.08
28
0.00
68.25
102.70
102.43
116.73
262.55
111.23
19.80
1.70
0.08
2.65
0.03
29
0.00
96.38
99.40
116.45
119.70
261.10
105.73
32.40
1.30
0.07
0.00
30
0.00
102.70
90.60
124.00
125.00
255.30
104.07
127.00
1.10
0.07
0.00
31
124.50
129.00
135.40
102.70
1.00
0.06
0.00
----------
--------------
Total
210 62
1852 70
6783 42
2393 01
3457 82
7887 30
6083 93
1776 80
37 25
12 71
88 47
30 77 30614 80 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
7.02
59.76
226.11
77.19
111.54
262.91
196.26
59.23
1.20
0.41
3.16
0.99
83.88 CMS
Max
27.72
134.20
346.20
129.00
135.40
350.00
255.30
127.00
3.40
0.99
9.50
2.65
350.00 CMS
Min
0.00
0.00
90.60
48.75
91.15
145.30
102.70
0.00
0.00
0.06
0.13
0.00
0.00 CMS
Runoff
18.20
160.07
586.09
206.76
298.76
681.46
525.65
153.52
3.22
1.10
7.64
2.66
2645.12 MCM
352.00 CMS. at 43.12 m. (MSL.) at 06.00 Hours , on Sep 21 , 2012
Runoff Yield
4.21
17.656
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak