Basic HTML Version
323
700
800
900
1000
Flow ‐ CMS
Flow of Yom River (Y.37)
at Ban Wang Chin
Water Year 2012
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
6.90
6.60
238.75
45.95
121.00
359.40
292.80
81.80
158.90
28.80
13.00
2.00
2
7.20
8.70
192.35
41.90
122.00
325.80
277.95
83.60
115.00
28.25
20.40
1.80
3
8.10
15.40
216.25
41.22
94.40
320.20
257.70
95.30
76.80
27.70
27.80
1.80
4
8.40
16.00
282.00
39.88
85.40
510.80
295.50
84.50
67.20
27.15
16.60
1.80
5
8.40
14.80
216.25
43.92
90.80
686.00
331.40
71.20
54.20
27.15
9.80
1.60
6
7.80
72.00
175.40
162.20
99.00
670.00
307.65
74.40
62.60
27.15
9.80
1.30
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
7.20
107.00
137.00
158.90
88.10
678.00
307.65
78.40
57.00
21.00
9.80
1.00
8
6.60
176.50
210.00
172.10
86.30
744.60
366.60
76.00
52.10
24.50
10.20
0.95
9
6.00
338.40
425.05
132.00
90.80
846.80
351.00
78.40
48.65
23.50
9.00
1.30
10
8.10
307.65
602.40
121.00
184.30
945.50
216.25
74.40
48.65
23.00
8.40
1.60
11
23.90
198.10
505.40
85.40
362.20
891.50
163.30
65.60
47.30
22.00
7.80
2.10
12
31.40
144.60
400.30
80.00
457.20
725.70
141.30
62.60
45.95
20.50
3.90
2.90
13
27.80
96.20
264.45
68.80
286.05
509.00
121.00
62.60
45.28
19.50
1.90
2.60
14
23.90
70.40
176.50
90.80
208.75
411.85
111.00
61.20
45.28
19.50
1.80
2.80
15
19 00
57 70
123 00
73 60
160 00
818 20
106 00
64 80
43 92
4 20
1 60
2 50
.
.
.
.
.
.
.
.
.
.
.
.
16
13.60
56.30
88.10
64.80
150.10
916.25
106.00
79.20
41.90
4.40
1.60
2.30
17
11.80
57.70
87.20
56.30
147.90
827.00
101.00
78.40
39.88
4.40
1.70
2.10
18
8.70
47.30
78.40
50.70
143.50
460.60
96.20
66.40
35.40
4.60
1.80
2.20
19
8.40
52.10
67.20
48.65
125.00
292.80
91.70
59.10
34.30
4.60
1.80
2.30
20
8.40
89.00
61.90
71.20
122.00
242.50
91.70
59.10
33.20
4.60
2.00
2.30
21
7.80
92.60
61.20
74.40
153.40
213.75
91.70
55.60
31.55
4.00
2.40
2.00
22
6.90
80.00
60.50
68.00
337.00
206.25
82.70
55.60
29.90
3.80
3.30
1.80
23
6.00
68.80
54.20
75.20
362.20
195.80
71.20
55.60
29.90
3.80
2.80
1.80
24
4.60
67.20
56.30
102.00
279.30
172.10
72.80
54.20
29.35
3.80
2.80
1.50
25
3.40
79.20
65.60
233.75
179.80
157.80
78.40
54.20
28.80
3.80
2.60
1.30
26
8.40
102.00
65.60
711.00
206.25
176.50
87.20
54.20
28.80
3.80
2.40
1.00
27
6.90
87.20
55.60
715.20
382.60
215.00
81.80
55.60
28.80
3.60
2.40
0.90
28
6.00
152.30
55.60
373.00
566.60
328.60
74.40
60.50
29.35
3.40
2.20
0.90
29
5.60
392.20
54.20
221.25
447.00
313.20
71.20
69.60
29.90
3.40
0.90
30
5.60
433.40
51.40
177.60
379.40
304.95
68.00
89.90
28.80
3.70
1.40
31
345.40
151.20
382.60
73.60
28.80
5.80
3.70
----------
--------------
Total
312 80
3832 75
5128 10
4551 92
6900 95 14466 45
4986 70
2062 00
1477 46
409 40
181 60
56 45 44366 58 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
10.43
123.64
170.94
146.84
222.61
482.21
160.86
68.73
47.66
13.21
6.49
1.82
121.55 CMS
Max
31.40
433.40
602.40
715.20
566.60
945.50
366.60
95.30
158.90
28.80
27.80
3.70
945.50 CMS
Min
3.40
6.60
51.40
39.88
85.40
157.80
68.00
54.20
28.80
3.40
1.60
0.90
0.90 CMS
Runoff
27.026
331.15
443.68
393.29
596.24
1249.90
430.85
178.16
127.65
35.37
15.69
4.88
3833.27 MCM
1021.00 CMS. at 100.90 m. (MSL.) at 17.00 Hours , on Sep 15 , 2012
Runoff Yield
11.80
99.078
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak