Basic HTML Version
201
2500
3000
3500
Flow ? CMS
Flow of Ping River (P.7A)
at Ban Huai Yang
Water Year 2011
1000
1500
2000
0
500
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
173.00
179.00
227.20
318.40
191.00
847.00
1124.40
553.00
220.40
431.90
663.40
699.80
2
149.00
182.00
213.60
332.80
206.80
925.80
1272.80
533.80
197.00
427.60
743.50
705.00
3
164.00
200.00
203.40
293.20
436.20
632.20
1330.40
543.40
179.00
410.80
727.00
705.00
4
155.00
223.80
223.80
343.80
423.30
811.30
1577.00
533.80
203.40
453.40
716.00
694.60
5
155.00
182.00
247.60
359.00
699.80
799.90
2351.10
479.20
200.00
553.00
738.00
694.60
6
137.30
176.00
386.20
351.40
627.00
765.70
2491.20
466.30
206.80
548.20
754.50
694.60
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
129.20
182.00
492.10
336.40
637.40
509.80
2729.00
462.00
237.40
653.00
716.00
705.00
8
129.20
240.80
394.40
304.00
668.60
431.90
2814.80
462.00
254.40
668.60
743.50
699.80
9
126.50
213.60
402.60
244.20
668.60
581.80
3037.90
453.40
244.20
606.20
760.00
689.40
10
126.50
217.00
343.80
188.00
663.40
658.20
3105.80
423.30
251.00
621.80
738.00
694.60
11
140.00
200.00
264.60
179.00
653.00
853.00
2931.20
394.40
217.00
668.60
771.40
699.80
12
140.00
210.20
244.20
200.00
562.60
1287.20
2527.00
370.40
220.40
653.00
721.50
738.00
13
155.00
300.40
203.40
237.40
533.80
2264.10
2091.80
362.80
351.40
689.40
743.50
689.40
14
213.60
332.80
200.00
296.80
710.50
1998.80
1584.70
382.10
386.20
663.40
721.50
699.80
15
223 80
466 30
176 00
268 00
663 40
1515 40
1352 00
343 80
398 50
679 00
727 00
668 60
.
.
.
.
.
.
.
.
.
.
.
.
16
247.60
453.40
173.00
234.00
699.80
1418.60
1258.40
278.80
483.50
663.40
721.50
581.80
17
223.80
423.30
191.00
227.20
925.80
1477.80
1330.40
286.00
436.20
627.00
716.00
567.40
18
173.00
394.40
197.00
200.00
951.20
1433.40
1323.20
300.40
410.80
710.50
716.00
509.80
19
170.00
359.00
188.00
217.00
938.00
1359.40
1323.20
278.80
444.80
679.00
721.50
492.10
20
146.00
332.80
149.00
261.20
951.20
1366.80
1330.40
271.60
449.10
689.40
732.50
414.90
21
137.30
329.20
129.20
271.60
990.80
1215.20
1411.20
293.20
289.60
679.00
721.50
427.60
22
137.30
325.60
131.90
278.80
817.00
1017.20
1330.40
293.20
293.20
673.80
727.00
336.40
23
131.90
307.60
126.50
268.00
829.00
977.60
1194.00
240.80
289.60
653.00
721.50
343.80
24
143.00
271.60
149.00
237.40
777.10
931.90
1124.40
264.60
304.00
658.20
716.00
359.00
25
161.00
234.00
140.00
217.00
749.00
919.70
1083.60
220.40
254.40
653.00
716.00
304.00
26
161.00
217.00
137.30
203.40
765.70
865.00
1030.40
197.00
300.40
658.20
705.00
419.00
27
167.00
230.60
158.00
200.00
684.20
771.40
883.10
185.00
394.40
653.00
716.00
318.40
28
155.00
240.80
227.20
188.00
754.50
788.50
788.50
188.00
462.00
663.40
727.00
307.60
29
164.00
257.80
220.40
185.00
865.00
853.00
668.60
213.60
453.40
668.60
689.40
362.80
30
164.00
244.20
278.80
210.20
771.40
877.00
689.40
188.00
462.00
663.40
322.00
31
227.20
200.00
901.40
577.00
496.40
663.40
336.40
----------
--------------
Total
4799 00
8354 40
6819 20
7851 20 21716 50 31154 60 49667 30 10463 10
9990 90 19384 20 21031 70 16881 00 208113 10 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
160.00
269.50
227.30
253.30
700.50
1038.50
1602.20
348.80
322.30
625.30
725.20
544.50
568.60 CMS
Max
247.60
466.30
492.10
359.00
990.80
2264.10
3105.80
553.00
496.40
710.50
771.40
738.00
3105.80 CMS
Min
126.50
176.00
126.50
179.00
191.00
431.90
577.00
185.00
179.00
410.80
663.40
304.00
126.50 CMS
Runoff
414.63
721.82
589.18
678.34
1876.31
2691.76
4291.25
904.01
863.21
1674.8
1817.14
1458.52 17980.97 MCM
3134.90 CMS. at 76.87 m. (MSL.) at 06.00 Hours , on Oct 10 , 2011
Runoff Yield
13.39
73.825
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak