Basic HTML Version
193
800
1000
1200
Flow ‐ CMS
Flow of Ping River (P.7A)
at Ban Huai Yang
Water Year 2012
400
600
0
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
415.40
302.40
267.60
158.00
132.80
196.40
234.80
180.40
313.20
222.00
295.20
244.40
2
327.60
352.80
274.40
158.00
138.40
196.40
267.60
363.90
254.00
254.00
267.60
274.40
3
316.80
524.00
250.80
183.60
138.40
196.40
241.20
367.80
215.60
234.80
267.60
174.00
4
277.80
792.00
238.00
183.60
130.00
190.00
254.00
345.60
284.60
316.80
234.80
158.00
5
250.80
699.00
244.40
177.20
127.50
161.20
222.00
250.80
271.00
295.20
284.60
174.00
6
288.00
536.90
238.00
177.20
127.50
167.60
277.80
209.20
306.00
274.40
234.80
144.00
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
291.60
685.50
222.00
174.00
158.00
407.20
302.40
218.80
267.60
241.20
244.40
149.60
8
316.80
444.20
277.80
177.20
130.00
1023.70
383.40
209.20
277.80
234.80
257.40
146.80
9
562.70
649.60
284.60
177.20
122.50
1044.10
717.40
209.20
206.00
250.80
234.80
135.60
10
545.50
787.30
257.40
202.80
127.50
731.20
792.00
196.40
206.00
247.60
231.60
141.20
11
722.00
623.20
250.80
206.00
130.00
717.40
640.80
186.80
228.40
267.60
225.20
132.80
12
645.20
567.00
302.40
202.80
127.50
735.80
444.20
190.00
244.40
241.20
267.60
141.20
13
575.60
473.60
309.60
206.00
132.80
703.60
345.60
222.00
254.00
288.00
218.80
125.00
14
345.60
541.20
274.40
206.00
132.80
605.70
277.80
254.00
222.00
196.40
225.20
120.00
15
302 40
345 60
228 40
196 40
132 80
532 60
231 60
215 60
231 60
271 00
215 60
120 00
.
.
.
.
.
.
.
.
.
.
.
.
16
456.80
327.60
238.00
202.80
127.50
554.10
193.20
247.60
241.20
306.00
193.20
117.50
17
448.40
338.40
190.00
202.80
120.00
515.60
164.40
247.60
215.60
288.00
199.60
115.00
18
623.20
320.40
180.40
180.40
117.50
610.00
141.20
212.40
225.20
264.20
206.00
120.00
19
685.50
324.00
177.20
174.00
120.00
636.40
127.50
206.00
218.80
277.80
228.40
138.40
20
571.30
316.80
161.20
167.60
117.50
645.20
115.00
264.20
260.80
254.00
161.20
130.00
21
503.00
298.80
167.60
167.60
117.50
558.40
97.80
222.00
250.80
320.40
202.80
112.50
22
431.80
284.60
164.40
164.40
117.50
423.60
95.40
257.40
264.20
264.20
186.80
120.00
23
367.80
267.60
161.20
161.20
112.50
331.20
85.80
281.20
291.60
313.20
193.20
112.50
24
281.20
254.00
152.40
158.00
112.50
277.80
112.50
186.80
238.00
375.60
164.40
107.50
25
250.80
225.20
155.20
152.40
193.20
234.80
110.00
244.40
231.60
387.30
202.80
115.00
26
190.00
234.80
152.40
164.40
271.00
209.20
107.50
260.80
254.00
342.00
215.60
127.50
27
215.60
209.20
127.50
152.40
218.80
190.00
102.60
342.00
284.60
316.80
186.80
107.50
28
228.40
202.80
138.40
152.40
193.20
183.60
102.60
327.60
277.80
257.40
212.40
100.20
29
206.00
277.80
135.60
149.60
161.20
209.20
97.80
281.20
288.00
225.20
102.60
30
306.00
288.00
144.00
149.60
177.20
281.20
95.40
281.20
257.40
250.80
107.50
31
281.20
141.20
202.80
90.60
209.20
264.20
102.60
----------
--------------
Total
11949 60 12775 50
6366 10
5426 80
4468 40 13469 60
7471 90
7482 10
7791 00
8542 90
6258 40
4217 30 96219 60 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
398.32
412.11
212.20
175.06
144.14
448.99
241.03
249.40
251.32
275.58
223.51
136.04
263.62 CMS
Max
722.00
792.00
309.60
206.00
271.00
1044.10
792.00
367.80
313.20
387.30
295.20
274.40
1044.10 CMS
Min
190.00
202.80
127.50
141.20
112.50
161.20
85.80
180.40
206.00
196.40
161.20
100.20
85.80 CMS
Runoff
1032.45
1103.80
550.03
468.88
386.07
1163.77
645.57
646.45
673.14
738.11
540.73
364.38
8313.37 MCM
1184.40 CMS. at 74.58 m. (MSL.) at 18.00 Hours , on Sep 8 , 2012
Runoff Yield
6.21
27.892
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak