369
1200
1400
1600
1800
Flow ? CMS
Flow of Nan River (N.14A)
at Ban Wat Luang Pho Kaeo
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
204.30
218.90
565.00
433.90
1026.50
1498.10
1561.00
1317.50
167.00
459.00
636.20
607.00
2
210.20
223.90
633.00
447.00
1041.50
1501.00
1545.50
1277.00
160.10
459.00
636.20
571.00
3
220.70
234.80
675.70
472.20
1092.60
1501.00
1561.00
839.50
156.40
459.00
641.00
556.60
4
220.70
243.40
679.10
531.40
1158.20
1501.00
1561.00
815.00
152.70
459.00
662.10
545.40
5
215.20
248.40
658.70
583.00
1223.00
1503.90
1561.00
804.50
147.40
453.00
684.20
537.00
6
218.40
246.60
633.00
616.00
1258.10
1506.80
1561.00
801.00
142.60
477.00
680.80
531.40
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
213.00
260.20
631.40
613.00
1263.50
1506.80
1561.00
797.50
310.00
535.60
667.20
534.20
8
197.90
317.00
663.80
580.00
1271.60
1506.80
1561.00
768.00
300.70
551.00
653.80
530.00
9
182.90
356.90
705.40
532.80
1279.70
1509.70
1567.80
722.50
300.70
580.00
641.00
528.60
10
173.40
360.20
735.20
481.80
1282.40
1512.60
1561.00
700.00
349.20
575.50
641.00
523.00
11
172.00
339.00
739.30
445.80
1293.20
1515.50
1557.90
667.90
362.40
565.00
637.80
532.80
12
181.60
316.00
712.60
437.40
1306.70
1515.50
1554.80
646.40
359.10
510.40
647.40
544.00
13
195.20
292.60
668.90
443.40
1320.20
1515.50
1548.60
629.30
332.00
484.30
653.80
559.40
14
199.30
274.60
608.50
456.60
1336.40
1521.30
1545.50
607.90
330.00
481.80
657.00
569.50
15
202 90
274 60
539 80
486 90
1352 60
1524 20
1530 00
592 90
354 70
483 00
668 90
575 50
.
.
.
.
.
.
.
.
.
.
.
.
16
224.80
298.90
497.30
549.60
1363.60
1524.20
1530.00
510.00
403.10
485.60
657.00
548.20
17
236.20
353.60
469.80
634.60
1360.80
1527.10
1521.30
510.00
441.00
489.50
650.60
537.00
18
235.30
394.30
455.40
710.80
1380.40
1530.00
1506.80
490.20
463.80
488.20
665.50
521.60
19
233.90
403.10
472.20
776.20
1405.60
1533.10
1501.00
483.00
450.60
478.20
684.20
478.20
20
232.50
403.10
474.60
831.00
1419.80
1539.30
1495.20
458.00
441.00
489.50
685.90
427.30
21
228.40
414.10
492.10
870.60
1440.10
1545.50
1492.30
424.80
411.90
502.50
694.60
373.40
22
227.10
421.80
503.80
910.80
1448.80
1545.50
1489.40
368.50
409.70
521.60
687.60
342.00
23
224.30
417.40
498.60
940.70
1451.70
1545.50
1486.50
342.80
417.40
537.00
682.50
306.10
24
213.90
399.80
488.20
961.40
1451.70
1545.50
1486.50
300.70
427.30
545.40
674.00
275.50
25
199.30
366.80
472.20
980.40
1457.50
1545.50
1480.70
273.00
438.60
548.20
657.00
253.00
26
197.50
334.00
448.20
990.00
1463.30
1551.70
1434.30
240.60
441.00
551.00
660.40
243.90
27
201.60
322.00
416.30
1002.00
1469.10
1551.70
1419.80
217.70
425.10
549.60
653.80
235.30
28
213.40
332.00
392.10
1009.20
1477.80
1561.00
1377.60
201.50
420.70
553.80
649.00
266.50
29
220.70
364.60
392.10
1016.50
1486.50
1561.00
1358.00
184.70
436.20
568.00
641.00
253.00
30
216.10
427.30
418.50
1019.00
1495.20
1561.00
1349.90
173.20
459.00
601.00
330.00
31
498.60
1021.50
1495.20
1328.30
459.00
619.00
318.00
----------
--------------
Total
6312 70 10358 50
1674 80 21785 50 41573 30 45807 30 46595 70 17165 60 10870 40 16060 70 19151 50 13954 40 266376 40 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
210.40
334.10
558.00
702.80
1341.10
1526.90
1503.10
572.20
350.70
518.10
660.40
450.10
727.80 CMS
Max
236.20
498.60
739.30
1021.50
1495.20
1561.00
1567.80
1317.50
463.80
619.00
694.60
607.00
1567.80 CMS
Min
172.00
218.90
392.10
433.90
1026.50
1498.10
1328.30
173.20
142.60
453.00
636.20
235.30
142.60 CMS
Runoff
545.42
894.97
1446.41
1882.27
3591.93
3957.75
4025.87
1483.11
939.20
1387.64
1654.69
1205.66 23014.92 MCM
1567.80 CMS. at 29.12 m. (MSL.) at 06.00 Hours , on Oct 9 , 2011
Runoff Yield
22.17
47.761
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak