Basic HTML Version
199
2000
2500
Flow ‐ CMS
Flow of Ping River (P.15)
at Wat Sri Phirom
Water Year 2012
1000
1500
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
632.70
417.00
429.60
179.20
205.40
429.60
368.70
130.30
280.80
412.80
438.00
280.80
2
573.50
392.10
442.60
157.90
213.50
396.00
396.00
404.40
244.40
425.40
425.40
296.90
3
447.20
349.60
447.20
171.70
208.10
316.70
376.50
438.00
280.80
376.50
404.40
313.40
4
310.10
608.30
384.30
181.80
205.40
296.90
380.40
474.80
283.90
429.60
417.00
320.00
5
290.30
849.00
316.70
200.00
181.80
271.50
345.90
438.00
274.60
421.20
384.30
303.50
6
293.60
849.00
349.60
148.70
160.20
262.20
384.30
442.60
345.90
384.30
349.60
268.40
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
320.00
870.30
331.10
176.60
167.10
529.90
447.20
364.80
376.50
425.40
360.90
271.50
8
349.60
644.90
372.60
192.20
151.00
1192.00
546.00
345.90
368.70
404.40
364.80
290.30
9
470.20
905.80
470.20
162.50
144.10
1930.00
807.60
345.90
384.30
372.60
368.70
316.70
10
590.00
1049.25
442.60
162.50
155.60
1421.90
972.50
334.80
313.40
388.20
392.10
293.60
11
927.50
1057.00
380.40
179.20
176.60
1166.80
1158.40
303.50
334.80
412.80
425.40
253.10
12
720.60
747.00
380.40
179.20
200.00
1158.40
957.50
250.20
357.00
412.80
400.20
144.10
13
695.10
740.40
360.90
202.70
179.20
1026.00
849.00
238.60
465.60
408.60
283.90
146.40
14
626.60
614.40
392.10
227.00
192.20
884.50
753.60
227.00
388.20
376.50
290.30
141.80
15
551 50
509 50
357 00
205 40
144 10
747 00
353 30
213 50
360 90
396 00
320 00
139 50
.
.
.
.
.
.
.
.
.
.
.
.
16
529.90
474.80
268.40
224.30
141.80
562.50
293.60
221.60
376.50
433.80
277.70
132.60
17
557.00
442.60
250.20
184.40
171.70
682.50
274.60
221.60
349.60
396.00
283.90
174.00
18
608.30
447.20
213.50
218.90
184.40
740.40
197.40
241.50
306.80
396.00
316.70
153.30
19
701.40
433.80
194.80
167.10
174.00
766.80
151.00
238.60
306.80
408.60
250.20
128.00
20
856.10
433.80
187.00
162.50
146.40
766.80
137.20
271.50
338.50
421.20
268.40
125.70
21
786.90
384.30
155.60
167.10
137.20
602.20
130.30
345.90
357.00
392.10
287.00
116.50
22
753.60
429.60
153.30
160.20
155.60
546.00
134.90
316.70
384.30
404.40
290.30
132.60
23
669.90
400.20
162.50
153.30
157.90
509.50
130.30
296.90
372.60
384.30
287.00
132.60
24
620.50
396.00
169.40
174.00
192.20
470.20
102.80
283.90
408.60
447.20
283.90
134.90
25
529.90
400.20
157.90
157.90
253.10
417.00
102.80
313.40
380.40
456.40
320.00
125.70
26
470.20
364.80
146.40
160.20
353.30
342.20
114.20
274.60
396.00
442.60
334.80
114.20
27
465.60
287.00
153.30
181.80
320.00
283.90
114.20
277.70
421.20
442.60
320.00
105.00
28
417.00
287.00
155.60
169.40
287.00
244.40
102.80
331.10
400.20
433.80
274.60
105.00
29
338.50
323.70
146.40
213.50
274.60
256.00
102.80
349.60
417.00
400.20
105.00
30
247.30
388.20
134.90
197.40
274.60
283.90
91.80
357.00
404.40
392.10
105.00
31
412.80
205.40
323.70
87.40
400.20
408.60
107.30
----------
--------------
Total
16350 60 16909 55
8506 50
5624 00
6231 80 19503 70 11365 00
9293 90 11079 90 12707 00
9419 50
5777 40 132768 86 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
545.02
545.47
283.55
181.42
201.03
650.12
366.61
309.80
357.42
409.90
336.41
186.37
363.75 CMS
Max
927.50
1057.00
470.20
227.00
353.30
1930.00
1158.40
474.80
465.60
456.40
438.00
320.00
1930.00 CMS
Min
247.30
287.00
134.90
148.70
137.20
244.40
87.40
130.30
244.40
372.60
250.20
105.00
87.40 CMS
Runoff
1412.69
1460.99
734.96
485.91
538.43
1685.12
981.94
802.99
957.30
1097.89
813.85
499.17 11471.23 MCM
2000.00 CMS. at 55.52 m. (MSL.) at 06.00 Hours , on Sep 9 , 2012
Runoff Yield
8.18
44.983
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak