Basic HTML Version
639
2000
2500
Flow ? CMS
Flow of Khlong Phum Duang (X.36)
at Ban Tha Khanon
Water Year 2011
1000
1500
0
500
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
1951.00
75.50
174.80
182.70
162.40
425.00
279.40
117.50
74.80
76.20
78.30
149.00
2
1594.00
102.10
143.80
188.90
124.50
306.70
326.00
114.70
115.40
173.00
66.40
117.50
3
894.00
93.00
234.40
188.90
119.60
266.80
316.20
109.80
152.00
425.00
60.80
149.00
4
499.20
127.30
160.60
109.80
141.50
246.10
327.00
123.80
181.00
343.00
97.20
128.80
5
334.00
67.10
167.70
130.30
141.50
189.80
400.00
120.30
145.30
348.00
76.90
55.60
6
320.00
64.30
157.30
200.40
135.50
245.20
417.00
111.20
130.30
345.00
66.40
171.20
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
298.30
73.40
168.60
207.50
128.00
263.20
341.00
106.30
123.10
347.00
47.80
59.40
8
252.40
80.40
204.80
220.00
115.40
261.40
338.00
118.20
131.00
211.00
69.90
73.40
9
176.60
65.70
206.60
234.40
196.00
198.60
295.60
128.00
105.60
104.90
76.20
118.20
10
130.30
192.50
206.60
233.50
184.50
265.00
269.50
66.40
74.10
97.90
169.50
127.30
11
111.90
255.10
214.60
217.30
131.00
453.00
278.50
83.20
80.40
70.60
92.30
130.30
12
98.60
227.20
240.70
220.90
129.50
622.20
311.40
69.90
75.50
83.20
78.30
181.90
13
79.00
138.50
183.60
231.70
127.30
656.60
297.40
63.60
76.20
83.20
73.40
108.40
14
93.70
142.30
184.50
220.00
136.30
526.80
292.90
80.40
58.70
88.10
90.90
86.00
15
86 00
139 30
168 60
230 80
132 50
390 00
297 40
91 60
74 80
149 80
68 50
83 90
.
.
.
.
.
.
.
.
.
.
.
.
16
66.40
131.80
196.90
267.70
125.90
378.00
233.50
76.20
109.80
138.50
52.60
54.40
17
159.80
149.00
211.00
196.90
124.50
284.80
244.30
72.00
102.10
121.70
49.00
52.00
18
160.60
158.00
198.60
208.40
150.50
243.40
256.00
72.70
63.60
149.00
122.40
61.50
19
143.00
270.40
211.00
220.00
188.90
135.50
244.30
67.80
60.10
111.20
90.20
134.00
20
140.00
278.50
185.40
220.00
164.20
177.40
273.10
70.60
57.40
100.00
118.90
131.00
21
68.50
163.30
191.60
193.30
136.30
310.50
242.50
83.90
49.00
109.10
71.30
139.30
22
66.40
168.60
247.00
155.00
154.30
270.40
255.10
86.70
39.40
126.60
80.40
135.50
23
67.80
211.90
239.80
104.20
122.40
261.40
247.00
170.40
132.50
118.90
77.60
146.00
24
62.20
138.50
227.20
134.80
211.90
241.60
203.90
158.00
120.30
93.70
99.30
149.80
25
66.40
96.50
233.50
111.20
303.80
126.60
255.10
153.50
99.30
83.90
99.30
157.30
26
65.00
85.30
183.60
131.00
351.00
93.70
216.40
121.70
100.70
79.00
114.00
138.50
27
95.10
97.90
238.90
217.30
381.00
124.50
233.50
136.30
82.50
68.50
91.60
202.20
28
106.30
114.00
230.80
235.30
604.00
300.10
215.50
122.40
76.90
69.90
159.80
193.30
29
104.20
131.80
213.70
278.50
692.80
281.20
225.40
115.40
102.80
77.60
264.10
187.10
30
101.40
104.90
251.50
320.00
671.50
261.40
218.20
63.60
98.60
64.30
163.30
31
86.00
316.20
642.60
184.50
76.90
83.90
146.80
----------
--------------
Total
8392 10
4230 10
6077 70
6326 90
7131 10
8806 90
8535 60
3076 10
2970 10
4541 70
2703 30
3931 90 66723 50 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
279.70
136.50
202.60
204.10
230.00
293.60
275.30
102.50
95.80
146.50
93.20
126.80
182.30 CMS
Max
1951.00
278.50
251.50
320.00
692.80
656.60
417.00
170.40
181.00
425.00
264.10
202.20
1951.00 CMS
Min
62.20
64.30
143.80
104.20
115.40
93.70
184.50
63.60
39.40
64.30
47.80
52.00
39.40 CMS
Runoff
725.08
365.48
525.11
546.64
616.13
760.92
737.48
265.78
256.62
392.40
233.57
339.72
5764.91 MCM
1979.00 CMS. at 13.14 m. (MSL.) at 03.00 Hours , on Apr 1 , 2011
Runoff Yield
61.42
666.721
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak