Basic HTML Version
357
1200
1400
1600
Flow ? CMS
Flow of Nan River (N.7A)
at Ban Rat Chang Khwan
Water Year 2011
400
600
800
1000
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
204.70
184.30
455.40
368.60
863.80
1472.00
1500.00
736.00
179.30
419.00
534.40
449.90
2
225.20
219.20
493.60
360.50
982.60
1472.00
1498.00
736.00
199.60
413.60
550.00
446.60
3
220.90
247.20
479.60
392.90
1127.50
1474.00
1502.00
723.20
220.00
401.00
562.20
441.10
4
211.50
259.20
441.10
425.30
1212.00
1474.00
1494.00
715.20
220.90
399.20
577.20
431.60
5
244.70
244.70
409.10
448.80
1238.00
1476.00
1494.00
700.80
207.30
424.20
577.20
427.40
6
233.60
238.80
392.90
451.00
1258.00
1478.00
1496.00
662.50
200.50
462.00
554.80
435.80
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
195.40
294.90
404.60
421.10
1250.00
1480.00
1496.00
638.50
185.20
485.20
544.00
426.30
8
169.90
323.60
440.00
396.50
1214.00
1476.00
1496.00
606.00
182.70
514.00
522.40
424.20
9
154.80
305.10
458.70
369.50
1214.00
1476.00
1496.00
574.70
237.10
554.80
520.00
425.30
10
155.60
281.30
457.60
352.40
1230.00
1482.00
1486.00
591.00
230.30
516.40
528.40
410.00
11
190.30
262.60
435.80
347.00
1230.00
1484.00
1476.00
578.50
219.20
432.60
533.20
410.90
12
222.60
244.70
410.00
358.70
1246.00
1488.00
1460.00
530.80
254.00
398.30
533.20
440.00
13
224.30
230.30
383.00
366.80
1288.00
1492.00
1426.00
508.00
251.50
405.50
533.20
454.30
14
217.50
220.00
358.70
376.70
1332.00
1494.00
1388.00
494.80
275.30
403.70
536.80
447.70
15
279 60
247 20
342 50
405 50
1340 00
1496 00
1366 00
490 00
341 60
395 60
517 60
452 10
.
.
.
.
.
.
.
.
.
.
.
.
16
289.70
285.50
330.80
471.90
1350.00
1498.00
1350.00
466.40
370.40
401.00
510.40
429.50
17
266.80
317.30
323.60
539.20
1350.00
1498.00
1334.00
432.60
410.00
398.30
542.80
425.30
18
261.70
306.80
338.90
614.40
1364.00
1498.00
1310.00
409.10
393.80
365.90
568.50
374.00
19
258.30
292.30
374.90
700.80
1394.00
1502.00
1278.00
395.60
386.60
382.10
566.00
339.80
20
243.90
309.30
398.30
752.00
1418.00
1498.00
1238.00
376.70
351.50
411.80
568.50
289.70
21
249.00
333.50
408.20
788.80
1432.00
1500.00
1190.20
347.90
357.80
409.10
569.80
250.70
22
230.30
333.50
404.60
814.10
1444.00
1502.00
1157.90
299.10
383.00
410.90
561.00
247.20
23
216.70
311.00
395.60
826.00
1456.00
1500.00
1123.70
272.80
384.80
422.20
559.70
200.50
24
174.20
279.60
387.50
829.60
1460.00
1502.00
1072.40
271.90
405.50
424.20
561.00
184.30
25
173.30
247.20
371.30
819.20
1452.00
1500.00
1009.60
236.20
412.70
425.30
556.00
181.00
26
199.60
241.30
332.60
792.00
1458.00
1500.00
959.20
223.50
392.90
431.60
548.80
181.00
27
207.30
252.40
305.90
797.10
1470.00
1500.00
934.00
213.30
375.80
426.30
540.40
180.10
28
209.90
269.30
316.40
797.10
1470.00
1500.00
867.40
205.60
387.50
458.70
533.20
174.20
29
187.80
288.10
360.50
798.80
1472.00
1502.00
810.70
196.30
415.40
490.00
475.20
178.40
30
170.70
301.70
389.30
812.40
1476.00
1500.00
777.60
186.90
418.10
509.20
165.70
31
355.10
822.60
1474.00
752.00
425.30
538.00
164.80
----------
--------------
Total
6489 80
8527 00 11801 00 17817 30 40965 90 44714 00 39238 70 13819 90
9675 60 13529 70 15785 90 10489 40 232854 20 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
216.30
275.10
393.40
574.80
1321.50
1490.50
1265.80
460.70
312.10
436.40
544.30
338.40
636.20 CMS
Max
289.70
355.10
493.60
829.60
1476.00
1502.00
1502.00
736.00
425.30
554.80
577.20
454.30
1502.00 CMS
Min
154.80
184.30
305.90
347.00
863.80
1472.00
752.00
186.90
179.30
365.90
475.20
164.80
154.80 CMS
Runoff
560.72
736.73
1019.61
1539.41
3539.45
3863.29
3390.22
1194.04
835.97
1168.97
1363.90
906.28 20118.61 MCM
1508.00 CMS. at 37.57 m. (MSL.) at 09.00 Hours , on Oct 3 , 2011
Runoff Yield
22.81
54.056
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak