Basic HTML Version
485
700
800
900
1000
Flow ? CMS
Flow of Mae Klong River (K.11A)
at Ban Wang Khanai
Water Year 2011
300
400
500
600
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
160.00
135.80
111.20
95.20
179.80
462.00
201.90
205.80
275.60
301.60
270.40
364.20
2
134.00
143.00
134.00
71.20
397.80
501.60
255.40
203.85
267.80
375.40
248.50
344.60
3
137.60
111.20
158.00
101.60
705.60
465.00
243.90
177.20
253.10
353.00
221.40
306.80
4
121.40
125.00
146.60
77.60
606.80
444.00
304.20
187.60
275.60
453.00
229.20
312.00
5
103.20
135.80
179.80
106.40
526.80
278.20
306.80
190.20
330.90
456.00
227.25
154.00
6
109.60
103.20
185.00
84.00
520.40
144.80
304.20
209.70
239.30
471.00
215.55
341.80
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
98.40
84.00
139.40
126.80
474.00
152.00
423.00
219.45
325.50
486.10
199.95
306.80
8
79.20
80.80
158.00
112.80
536.40
134.00
581.20
215.55
336.30
447.00
293.80
283.40
9
74.40
82.40
126.80
58.40
471.00
168.00
873.50
239.30
317.40
372.60
372.60
306.80
10
77.60
82.40
144.80
50.60
517.20
203.85
950.50
250.80
314.70
275.60
417.40
314.70
11
72.80
76.00
132.20
49.20
507.80
250.80
772.00
250.80
304.20
301.60
423.00
328.20
12
74.40
93.60
132.20
63.20
526.80
233.10
870.00
296.40
317.40
253.10
426.00
341.80
13
100.00
106.40
150.20
68.00
409.00
447.00
824.50
265.20
328.20
283.40
389.40
286.00
14
100.00
116.00
119.60
60.00
367.00
523.60
845.50
270.40
325.50
248.50
314.70
270.40
15
98 40
135 80
146 60
64 80
344 60
622 80
705 60
257 70
336 30
203 85
341 80
299 00
.
.
.
.
.
.
.
.
.
.
.
.
16
103.20
100.00
104.80
112.80
386.60
648.60
698.80
231.15
333.60
179.80
322.80
296.40
17
96.80
79.20
87.20
166.00
432.00
705.60
681.80
199.95
301.60
154.00
325.50
328.20
18
112.80
82.40
128.60
187.60
459.00
578.00
688.60
237.00
336.30
267.80
344.60
341.80
19
93.60
71.20
154.00
195.40
483.00
498.50
796.50
223.35
306.80
246.20
367.00
296.40
20
95.20
71.20
130.40
160.00
447.00
520.40
817.50
211.65
267.80
262.60
353.00
288.60
21
71.20
90.40
79.20
108.00
429.00
581.20
678.40
229.20
336.30
260.00
328.20
296.40
22
72.80
84.00
82.40
135.80
447.00
584.40
675.00
192.80
336.30
215.55
341.80
286.00
23
77.60
84.00
92.00
306.80
465.00
568.40
594.00
223.35
314.70
179.80
353.00
262.60
24
90.40
69.60
90.40
299.00
447.00
606.80
558.80
265.20
325.50
177.20
336.30
270.40
25
93.60
64.80
63.20
231.15
533.20
486.10
489.20
229.20
304.20
278.20
333.60
280.80
26
111.20
60.00
93.60
190.20
533.20
411.80
426.00
286.00
339.00
317.40
341.80
291.20
27
141.20
55.20
88.80
182.40
483.00
453.00
432.00
293.80
317.40
314.70
341.80
312.00
28
130.40
72.80
63.20
158.00
358.60
489.20
423.00
267.80
312.00
317.40
317.40
312.00
29
144.80
119.60
103.20
146.60
299.00
471.00
389.40
312.00
369.80
322.80
364.20
309.40
30
174.60
116.00
148.40
126.80
231.15
355.80
400.60
288.60
339.00
306.80
283.40
31
101.60
125.00
465.00
344.60
344.60
248.50
312.00
----------
--------------
Total
3150 40
2933 40
3673 80
4021 35 13989 75 12989 55 17556 40
7131 00
9732 70
9330 50
9361 95
9328 10 103198 91 CMSDAY
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.
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.
.
.
.
.
.
Mean
105.01
94.63
122.46
129.72
451.28
432.98
566.34
237.70
313.96
300.98
322.83
300.91
281.96 CMS
Max
174.60
143.00
185.00
306.80
705.60
705.60
950.50
312.00
369.80
486.10
426.00
364.20
950.50 CMS
Min
71.20
55.20
63.20
49.20
179.80
134.00
201.90
177.20
239.30
154.00
199.95
154.00
49.20 CMS
Runoff
272.20
253.45
317.42
347.45
1208.71
1122.30
1516.87
616.12
840.91
806.16
808.87
805.95
8916.39 MCM
986.40 CMS. at 14.29 m. (MSL.) at 08.00 Hours , on Oct 10 , 2011
Runoff Yield
10.66
37.294
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak