Basic HTML Version
313
1200
1400
1600
1800
Flow ? CMS
Flow of Yom River (Y.17)
at Ban Sam Ngam
Water Year 2011
600
800
1000
0
200
400
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
51.70
108.00
205.50
196.60
266.00
1280.00
1444.50
590.00
121.80
45.40
77.00
91.00
2
44.50
123.50
204.80
208.70
282.00
1239.40
1397.50
572.50
118.60
45.80
77.00
86.50
3
32.70
129.50
202.90
216.50
322.50
1239.40
1219.10
572.50
115.20
49.00
75.00
77.00
4
25.30
134.00
206.70
221.70
335.20
1198.80
1303.50
451.50
91.50
49.40
72.50
77.50
5
18.50
140.50
206.70
225.80
352.80
1137.90
1327.00
443.00
81.00
49.90
74.50
83.50
6
14.90
150.40
207.40
228.60
373.70
1097.30
1327.00
386.20
69.00
49.90
78.00
100.00
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
6.30
169.20
210.00
230.00
398.80
1097.30
1327.00
398.80
63.50
50.30
82.50
96.00
8
2.10
169.70
213.30
230.70
426.00
1049.00
1350.50
350.60
61.00
50.80
80.50
94.50
9
0.50
169.70
217.10
231.40
460.00
1021.00
1280.00
341.80
60.50
50.30
79.50
94.50
10
0.20
165.30
219.80
232.10
477.00
979.00
1397.50
337.40
57.10
49.90
82.50
87.50
11
0.00
162.00
217.10
232.80
502.50
965.00
1468.00
325.50
56.60
49.90
86.50
79.00
12
0.00
157.60
217.10
232.80
528.70
993.00
1515.00
310.80
50.30
56.60
88.00
76.00
13
0.10
154.90
217.10
232.80
572.50
1021.00
1541.00
299.60
47.60
67.00
96.50
74.50
14
22.10
155.40
217.10
234.20
623.00
1035.00
1515.00
298.00
45.80
70.00
99.50
75.00
15
38 10
161 50
217 10
234 90
645 00
1077 00
1468 00
288 40
43 10
76 00
99 50
76 50
.
.
.
.
.
.
.
.
.
.
.
.
16
63.50
177.80
217.10
237.70
667.00
1077.00
1303.50
290.80
36.80
75.50
99.50
104.00
17
66.00
189.80
215.90
239.80
678.00
1063.00
1350.50
284.40
24.90
74.00
98.00
100.50
18
57.10
200.40
215.20
241.90
689.00
1063.00
1327.00
277.20
20.50
77.00
97.00
88.00
19
45.40
202.90
217.10
244.70
769.00
1035.00
1259.70
269.20
19.70
80.00
98.00
77.00
20
49.90
206.70
217.10
246.80
851.60
1049.00
1239.40
255.20
31.40
83.00
99.50
74.00
21
66.00
208.00
218.50
248.90
912.60
1198.80
1117.60
251.70
32.30
82.50
98.00
71.50
22
65.00
208.00
218.50
251.70
951.00
1327.00
1063.00
245.40
37.30
77.00
94.00
68.50
23
52.10
206.10
216.50
253.80
1007.00
1397.50
937.00
235.60
38.60
85.00
77.00
66.50
24
46.20
205.50
213.90
255.90
1049.00
1491.50
924.80
225.10
41.30
88.00
76.00
70.50
25
67.00
205.50
211.30
258.00
1097.30
1541.00
863.80
219.80
44.50
87.00
67.00
82.00
26
97.00
202.20
206.10
258.80
1178.50
1541.00
803.50
202.90
45.40
83.50
71.00
76.50
27
113.60
201.60
202.90
260.40
1259.70
1541.00
769.00
189.20
44.50
76.50
79.00
67.50
28
116.30
202.90
201.00
261.20
1350.50
1541.00
734.50
176.00
44.50
75.00
89.50
63.00
29
107.50
202.20
199.80
262.00
1350.50
1515.00
689.00
155.40
44.90
77.00
89.50
60.00
30
106.50
201.60
194.10
262.80
1397.50
1491.50
645.00
136.20
45.80
80.50
57.10
31
202.90
262.80
1327.00
612.00
46.70
77.00
55.30
----------
--------------
Total
1376 10
5475 30
6344 70
7436 80 23100 90 36302 40 36519 90
9380 70
1681 70
2088 70
2482 00
2450 90 134640 10 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
45.90
176.60
211.50
239.90
745.20
1210.10
1178.10
312.70
54.20
67.40
85.60
79.10
367.90 CMS
Max
116.30
208.00
219.80
262.80
1397.50
1541.00
1541.00
590.00
121.80
88.00
99.50
104.00
1541.00 CMS
Min
0.00
108.00
194.10
196.60
266.00
965.00
612.00
136.20
19.70
45.40
67.00
55.30
0.00 CMS
Runoff
118.90
473.07
548.18
642.54
1995.92
3136.53
3155.32
810.49
145.30
180.46
214.44
211.76 11632.91 MCM
1566.99 CMS. at 38.42 m. (MSL.) at 16.00 Hours , on Sep 25 , 2011
Runoff Yield
16.70
71.117
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak