Basic HTML Version
339
1200
1400
1600
1800
Flow ? CMS
Flow of Yom River (Y
.
43)
at Ban Pak Kang
Water Year 2011
600
800
1000
0
200
400
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 *******
192.20
339.00
590.50
1402.90
343.50
469.75
173.40
27.00
9.65
1.20
1.64
2 *******
219.20
227.30
313.50
1588.15
400.80
858.25
152.60
26.50
9.30
4.98
1.58
3 *******
204.35
170.80
258.00
1694.00
504.40
1176.70
135.00
28.00
8.95
5.20
1.46
4 *******
217.85
150.00
264.00
1512.10
410.40
1087.00
121.55
28.00
8.95
4.54
1.40
5 *******
270.00
160.40
267.00
995.80
357.60
885.90
103.15
27.50
8.60
5.63
1.36
6 *******
262.50
231.40
220.55
604.50
521.20
653.50
88.80
27.00
8.60
5.20
1.36
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7 *******
203.00
319.50
181.40
456.55
742.75
526.30
78.00
25.50
8.60
4.98
1.36
8 *******
219.20
482.95
153.90
496.15
744.50
456.55
73.00
25.50
8.60
4.98
1.36
9 *******
213.80
322.50
156.50
580.00
769.00
421.90
76.00
25.00
8.60
5.63
1.36
10 *******
410.40
213.80
160.40
502.75
769.00
397.60
79.00
25.00
8.95
4.98
1.36
11 *******
389.60
169.50
176.00
555.50
767.25
370.40
84.40
24.50
8.95
4.76
1.24
12 *******
739.25
145.00
224.60
1186.45
651.75
336.00
94.30
24.50
8.95
4.32
1.08
13 *******
553.75
136.25
242.60
1564.75
559.00
300.00
89.90
24.00
8.95
3.88
1.46
14 *******
258.00
116.95
193.55
1360.00
737.50
262.50
93.20
24.00
8.95
3.88
8.64
15
217 85
105 45
181 40
825 00
774 25
231 40
96 50
24 00
8 60
3 66
13 70
*******
.
.
.
.
.
.
.
.
.
.
.
16 *******
219.20
92.10
433.45
564.25
769.00
255.20
91.00
23.00
8.60
3.44
13.10
17 *******
220.55
84.40
835.50
489.55
697.25
274.50
78.00
21.50
8.60
3.00
12.50
18 *******
301.50
96.50
718.25
512.70
574.75
313.50
66.00
21.00
8.60
2.90
12.50
19 *******
351.20
93.20
471.40
697.25
464.80
273.00
56.25
20.00
8.25
3.00
12.50
20 *******
391.20
95.40
349.60
721.75
376.80
246.80
49.50
19.50
8.25
2.90
11.90
21 *******
425.20
82.20
298.50
902.70
449.95
228.65
44.25
19.50
7.90
2.70
11.90
22 *******
327.00
72.00
286.50
1022.40
526.30
228.65
39.75
19.00
6.85
2.60
11.30
23 *******
208.40
66.00
262.50
912.20
453.25
228.65
36.75
18.00
6.50
2.40
9.50
24 *******
169.50
57.75
294.00
637.75
433.45
217.85
34.50
17.00
6.15
2.30
8.21
25 *******
130.00
57.75
267.00
487.90
389.60
207.05
33.75
16.50
5.45
2.20
7.35
26 *******
128.75
213.80
339.00
431.80
334.50
196.25
32.25
15.50
5.10
2.00
6.49
27 *******
205.70
895.15
297.00
461.50
316.50
190.85
30.75
14.50
4.75
1.94
5.63
28 *******
185.45
1166.95
217.85
667.50
412.00
186.80
29.50
14.00
4.75
1.88
5.20
29 *******
160.40
1537.45
205.70
700.75
519.50
180.05
29.00
12.50
4.40
1.88
4.76
30 *******
225.95
1289.80
215.15
494.50
623.75
174.70
28.00
11.50
4.40
4.32
31
340.50
380.00
380.00
178.70
10.00
4.05
3.88
----------
--------------
Total
*******
8561 45
9191 25
9455 30 25409 10 16394 30 12014 95
2218 05
659 00
235 80
102 96
181 40 ******* CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
Mean
*******
276.18
306.38
305.01
819.65
546.48
387.58
73.94
21.26
7.61
3.55
5.85 ******* CMS
Max
*******
739.25
1537.45
835.50
1694.00
774.25
1176.70
173.40
28.00
9.65
5.63
13.70
1694.00 CMS
Min
*******
128.75
57.75
153.90
380.00
316.50
174.70
28.00
10.00
4.05
1.20
1.08 ******* CMS
Runoff
*******
739.71
794.12
816.94
2195.35
1416.47
1038.09
191.64
56.94
20.37
8.90
15.67 ******* MCM
1716.00 CMS. at 110.41 m. (MSL.) at 07.00 Hours , on Aug 3 , 2011
Runoff Yield
*******
173.667
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak