Basic HTML Version
415
500
600
700
Flow ? CMS
Flow of Khlong Huai Chan (N.76)
at Ban Nong Khon
Water Year 2011
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
0.00
26.30
85.60
51.80
143.80
402.60
551.10
350.00
75.50
0.00
0.00
0.40
2
0.00
24.20
93.80
53.00
141.40
413.00
548.20
328.80
63.80
0.00
0.00
0.00
3
0.00
21.80
100.10
59.00
141.40
418.40
565.60
312.70
49.70
0.00
0.40
0.00
4
0.00
24.20
103.60
68.20
143.80
421.10
574.30
303.50
38.60
0.00
1.00
0.00
5
0.00
21.50
103.60
77.00
148.60
426.50
577.20
292.00
28.10
0.00
3.60
0.00
6
0.00
18.20
98.70
84.40
154.60
426.50
583.00
283.20
18.20
0.00
4.00
0.00
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
0.00
22.70
95.20
88.60
159.40
426.50
586.20
276.60
11.20
0.00
4.20
0.00
8
0.00
35.60
98.70
86.80
161.80
421.10
589.40
267.90
6.40
0.00
3.60
0.00
9
0.00
46.70
105.00
80.80
167.50
423.80
589.40
265.80
0.40
0.00
3.60
0.00
10
0.00
50.60
113.80
73.00
178.00
429.20
589.40
261.60
0.00
0.00
3.80
0.00
11
0.00
50.60
119.40
67.40
187.00
429.20
592.60
255.30
0.00
0.00
1.00
0.00
12
0.00
49.70
120.20
64.60
193.00
429.20
599.00
249.00
0.00
0.00
2.40
0.00
13
0.00
46.40
116.20
62.20
201.50
431.90
599.00
242.70
0.00
0.00
3.20
0.00
14
0.00
41.90
109.00
62.20
206.60
448.10
605.40
232.20
0.00
0.00
4.80
0.00
15
0 00
38 90
98 00
65 80
213 60
458 90
599 00
226 20
0 00
0 00
7 80
0 00
.
.
.
.
.
.
.
.
.
.
.
.
16
0.00
39.50
87.40
72.00
217.20
467.00
583.00
219.00
0.00
0.00
7.40
0.00
17
0.00
43.40
79.00
81.40
220.80
475.70
568.50
213.60
0.00
0.00
5.60
0.00
18
6.40
51.50
73.00
93.80
226.20
481.50
542.40
203.20
0.00
0.00
4.40
0.00
19
6.60
59.40
68.20
101.50
232.20
487.30
533.70
190.00
0.00
0.00
6.00
0.00
20
3.20
66.60
65.80
109.00
238.50
496.00
530.80
181.00
0.00
0.00
7.80
0.00
21
5.20
73.00
65.40
117.00
240.60
507.60
522.10
170.50
0.00
0.00
7.60
0.00
22
11.60
76.50
66.20
126.40
246.90
513.40
513.40
159.40
0.00
0.00
7.20
0.00
23
13.60
77.00
66.20
134.50
255.30
522.10
498.90
148.60
0.00
0.00
6.60
0.00
24
8.60
74.00
64.20
139.00
259.50
530.80
490.20
135.40
0.00
0.00
4.60
0.00
25
3.40
67.40
61.80
151.00
270.00
533.70
472.80
126.40
0.00
0.00
2.00
0.00
26
4.00
62.60
59.00
158.20
303.50
533.70
456.20
121.90
0.00
0.00
1.80
0.00
27
16.70
59.00
57.00
167.50
345.20
545.30
431.90
115.40
0.00
0.00
1.60
0.00
28
37.70
55.80
55.00
152.20
364.50
554.00
410.40
104.30
0.00
0.00
1.20
0.00
29
38.30
58.20
53.00
147.40
372.00
554.00
400.00
98.70
0.00
0.00
0.80
0.00
30
33.50
67.40
52.10
146.20
387.00
554.00
382.00
88.00
0.00
0.00
0.00
31
78.50
145.00
392.20
364.50
0.00
0.00
0.00
----------
--------------
Total
188 80
1529 10
2534 20
3086 90
7113 60 14162 10 16449 60
6422 90
291 90
0 00
108 00
0 40 51887 50 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
6.29
49.33
84.47
99.58
229.47
472.07
530.63
214.10
9.42
0.00
3.72
0.01
141.77 CMS
Max
38.30
78.50
120.20
167.50
392.20
554.00
605.40
350.00
75.50
0.00
7.80
0.40
605.40 CMS
Min
0.00
18.20
52.10
51.80
141.40
402.60
364.50
88.00
0.00
0.00
0.00
0.00
0.00 CMS
Runoff
16.31
132.11
218.96
266.71
614.62
1223.61
1421.25
554.94
25.22
0.00
9.33
0.04
4483.08 MCM
608.60 CMS. at 28.48 m. (MSL.) at 12.00 Hours , on Oct 14 , 2011
Runoff Yield
*****
*****
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak