Basic HTML Version
497
500
600
700
Flow ‐ CMS
Flow of Khwae Noi River (K.54)
at Ban Lin Thin
Water Year 2012
200
300
400
0
100
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
280.90
233.70
198.80
118.90
243.15
433.00
289.30
299.10
198.80
117.70
129.70
269.70
2
214.80
248.70
175.50
112.90
493.50
367.00
237.75
297.70
135.70
143.00
183.20
232.35
3
123.70
222.90
222.90
124.90
406.00
239.10
254.30
297.70
158.00
146.75
68.00
194.90
4
90.80
264.10
154.25
110.50
413.50
301.90
237.75
317.40
181.90
124.90
169.25
213.45
5
139.30
241.80
180.60
101.05
433.00
300.50
280.90
248.70
165.50
141.75
250.10
216.15
6
194.90
254.30
165.50
140.50
431.50
329.00
261.30
198.80
155.50
109.30
304.70
201.40
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
300.50
236.40
194.90
209.40
383.50
557.05
289.30
145.50
171.75
116.50
236.40
224.25
8
482.65
427.00
171.75
185.80
388.00
484.20
262.70
122.50
180.60
126.10
278.10
208.05
9
457.00
452.50
196.20
171.75
442.00
493.50
290.70
141.75
122.50
121.30
245.90
212.10
10
522.95
287.90
155.50
221.55
440.50
347.85
240.45
126.10
138.10
135.70
228.30
261.30
11
516.75
225.60
164.25
184.50
425.50
518.30
173.00
158.00
129.70
140.50
271.10
210.75
12
437.50
233.70
123.70
185.80
406.00
476.50
191.00
163.00
127.30
134.50
239.10
217.50
13
244.50
259.90
135.70
217.50
513.65
388.00
169.25
197.50
128.50
97.60
264.10
200.10
14
257.10
216.15
134.50
275.30
553.95
400.00
228.30
154.25
110.50
123.70
266.90
212.10
15
248 70
216 15
121 30
257 10
522 95
505 90
202 70
185 80
134 50
122 50
217 50
220 20
.
.
.
.
.
.
.
.
.
.
.
.
16
350.75
218.85
121.30
237.75
547.75
493.50
189.70
193.60
96.45
130.90
194.90
176.75
17
488.85
235.05
139.30
240.45
467.50
297.70
197.50
183.20
168.00
122.50
226.95
173.00
18
512.10
250.10
170.50
337.70
451.00
475.00
192.30
143.00
136.90
135.70
213.45
183.20
19
415.00
218.85
140.50
448.00
532.25
427.00
138.10
161.75
141.75
135.70
163.00
217.50
20
410.50
179.30
149.25
424.00
577.20
355.10
136.90
176.75
139.30
111.70
200.10
169.25
21
333.35
254.30
148.00
261.30
544.65
326.10
128.50
205.35
139.30
134.50
210.75
208.05
22
311.70
209.40
134.50
257.10
535.35
254.30
158.00
174.25
130.90
132.10
245.90
191.00
23
326.10
220.20
127.30
272.50
578.75
239.10
122.50
169.25
99.90
108.10
339.15
210.75
24
340.60
226.95
121.30
244.50
475.00
271.10
149.25
184.50
123.70
126.10
425.50
201.40
25
320.30
222.90
156.75
257.10
457.00
213.45
133.30
184.50
141.75
128.50
388.00
261.30
26
337.70
244.50
91.90
235.05
505.90
271.10
158.00
185.80
121.30
127.30
361.00
169.25
27
324.65
210.75
105.70
261.30
434.50
244.50
280.90
185.80
150.50
121.30
285.10
181.90
28
333.35
212.10
110.50
214.80
490.40
268.30
311.70
173.00
136.90
130.90
250.10
180.60
29
391.00
217.50
126.10
112.90
395.50
334.80
285.10
198.80
110.50
126.10
241.80
30
255.70
192.30
110.50
169.25
437.50
269.70
308.90
160.50
108.10
138.10
156.75
31
208.05
218.85
463.00
299.10
116.50
127.30
192.30
----------
--------------
Total
9963 70
7541 90
4448 75
6810 00 14389 95 10882 55
6798 45
5733 85
4300 60
3938 60
6856 25
6409 10 88073 71 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
332.12
243.29
148.29
219.68
464.19
362.75
219.30
191.13
138.73
127.05
244.87
206.75
241.30 CMS
Max
522.95
452.50
222.90
448.00
578.75
557.05
311.70
317.40
198.80
146.75
425.50
269.70
578.75 CMS
Min
90.80
179.30
91.90
101.05
243.15
213.45
122.50
122.50
96.45
97.60
68.00
156.75
68.00 CMS
Runoff
860.86
651.62
384.37
588.38
1243.29
940.25
587.39
495.41
371.57
340.30
592.38
553.75
7609.57 MCM
645.80 CMS. at 66.38 m. (MSL.) at 05.00 Hours , on Sep 7 , 2012
Runoff Yield
50.54
135.274 Liters/Second/Square KM.
Momentary Peak Yield
Liters/Second/Square KM.
Momentary Peak