Basic HTML Version
499
600
700
800
900
Flow ‐ CMS
Flow of Khwae Noi River (K.58)
at Ban Pak Saeng
Water Year 2012
300
400
500
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
290.90
270.10
228.80
198.85
505.40
568.40
410.50
374.10
213.20
149.60
157.45
272.70
2
302.60
258.50
216.80
186.20
541.80
547.40
400.10
372.80
227.60
144.10
154.00
270.10
3
149.60
279.20
208.40
168.95
631.70
397.50
385.80
368.90
154.00
163.20
171.25
253.50
4
127.60
261.00
251.00
167.80
597.80
393.60
361.10
379.30
202.40
160.90
99.00
252.25
5
110.00
271.40
201.20
162.05
595.00
405.30
350.70
353.30
221.60
148.50
258.50
236.00
6
177.00
270.10
202.40
157.45
641.85
449.50
388.40
303.90
144.10
159.75
287.00
244.75
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
239.75
270.10
196.55
218.00
683.90
640.40
397.50
246.00
210.80
130.90
302.60
234.80
8
402.70
326.00
218.00
234.80
590.80
795.50
384.50
179.30
200.00
140.80
280.50
246.00
9
464.10
465.45
214.40
221.60
603.40
758.00
527.80
177.00
210.80
149.60
296.10
241.00
10
515.20
439.10
220.40
213.20
630.25
618.80
571.20
201.20
150.70
148.50
294.80
241.00
11
543.20
276.60
189.65
233.60
702.75
613.20
406.60
189.65
157.45
155.15
253.50
302.60
12
525.00
266.20
159.75
220.40
696.95
679.55
345.50
196.55
154.00
155.15
281.80
232.40
13
372.80
268.80
162.05
231.20
723.05
583.80
294.80
238.50
151.80
154.00
283.10
244.75
14
285.70
256.00
152.90
303.90
731.75
560.00
337.70
239.75
151.80
124.30
294.80
239.75
15
287 00
234 80
149 60
314 30
768 50
657 80
302 60
224 00
145 20
148 50
288 30
237 25
.
.
.
.
.
.
.
.
.
.
.
.
16
313.00
247.25
151.80
267.50
721.60
714.35
302.60
227.60
156.30
147.40
231.20
233.60
17
397.50
248.50
159.75
281.80
741.90
659.25
296.10
231.20
135.30
155.15
230.00
213.20
18
525.00
252.25
287.00
300.00
617.40
602.00
289.60
231.20
175.85
143.00
239.75
206.00
19
509.60
261.00
253.50
470.85
712.90
633.15
238.50
175.85
185.05
158.60
226.40
209.60
20
441.70
252.25
239.75
537.60
761.00
572.60
215.60
221.60
162.05
150.70
210.80
228.80
21
405.30
221.60
237.25
439.10
750.60
495.60
210.80
226.40
157.45
128.70
221.60
215.60
22
350.70
247.25
221.60
335.10
705.65
424.80
203.60
233.60
162.05
148.50
249.75
226.40
23
337.70
239.75
194.25
324.70
712.90
379.30
210.80
222.80
162.05
150.70
306.50
219.20
24
367.60
252.25
174.70
310.40
696.95
354.60
198.85
219.20
113.30
140.80
415.70
232.40
25
350.70
248.50
166.65
365.00
593.60
354.60
209.60
228.80
163.20
149.60
426.10
262.30
26
359.80
251.00
167.80
389.70
638.95
358.50
200.00
226.40
158.60
148.50
426.10
230.00
27
362.40
252.25
148.50
476.25
586.60
387.10
261.00
224.00
150.70
150.70
389.70
208.40
28
355.90
237.25
196.55
739.00
585.20
385.80
375.40
224.00
159.75
130.90
328.60
218.00
29
394.90
220.40
202.40
574.00
578.20
431.30
370.20
218.00
159.75
149.60
221.60
30
344.20
219.20
185.05
458.70
509.60
484.40
371.50
230.00
149.60
152.90
238.50
31
218.00
525.00
562.80
379.30
125.40
150.70
204.80
----------
--------------
Total
10609 15
8282 05
5958 45 10027 00 20120 75 15906 10 10198 25
7384 90
5171 85
4589 40
7604 90
7317 25 113170 05 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
353.64
267.16
198.61
323.45
649.06
530.20
328.98
246.16
166.83
148.05
271.60
236.04
310.05 CMS
Max
543.20
465.45
287.00
739.00
768.50
795.50
571.20
379.30
227.60
163.20
426.10
302.60
795.50 CMS
Min
110.00
218.00
148.50
157.45
505.40
354.60
198.85
175.85
113.30
124.30
99.00
204.80
99.00 CMS
Runoff
916.63
715.57
514.81
866.33
1738.43
1374.29
881.13
638.06
446.85
396.52
657.06
632.21
9777.89 MCM
833.00 CMS. at 46.93 m. (MSL.) at 16.00 Hours , on Jul 28 , 2012
Runoff Yield
46.10
123.866
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak