Basic HTML Version
305
250
300
350
Flow ‐ CMS
Flow of Yom River (Y.17)
at Ban Sam Ngam
Water Year 2012
100
150
200
0
50
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
0.00
115.95
112.35
189.40
180.30
293.60
151.90
91.45
0.95
4.18
3.85
2
0.00
0.00
133.90
105.30
186.60
187.30
292.00
135.20
84.50
1.10
4.18
2.88
3
0.00
0.00
141.77
100.80
186.60
190.80
290.40
128.88
90.35
2.22
3.53
1.90
4
0.00
0.00
147.17
97.50
182.40
191.50
289.60
105.87
101.35
1.57
4.18
1.25
5
0.00
0.00
167.70
91.45
176.80
198.00
286.40
107.60
100.25
1.57
6.90
7.70
6
0.00
2.47
179.60
97.50
170.50
193.60
284.00
108.17
96.40
1.57
4.18
11.70
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
17.75
6.65
180.30
105.87
163.50
196.50
280.00
108.17
91.45
1.17
3.85
11.70
8
1.90
24.55
184.50
113.55
149.20
208.50
279.20
104.73
81.50
1.10
0.35
4.18
9
1.90
51.65
188.00
115.95
145.15
217.50
277.60
94.75
21.25
0.73
37.80
2.55
10
1.57
94.20
189.40
128.25
141.10
222.00
275.20
86.50
0.80
0.58
81.00
1.90
11
0.87
140.42
189.40
134.55
134.55
235.08
272.80
84.00
4.18
0.35
81.50
1.10
12
1.02
149.20
193.60
131.38
129.50
252.13
272.80
99.15
4.18
0.25
17.75
0.73
13
1.02
149.20
195.00
127.00
125.12
260.00
268.00
85.50
4.18
0.05
4.18
0.30
14
1.02
143.12
195.75
120.75
125.75
255.23
265.60
80.00
4.50
0.00
4.18
0.05
15
0 95
134 55
198 00
108 17
130 75
261 60
264 00
96 40
28 25
0 00
14 25
0 00
.
.
.
.
.
.
.
.
.
.
.
.
16
1.17
117.15
198.75
114.75
133.90
260.00
260.00
88.15
28.25
0.00
79.50
0.00
17
1.02
96.95
198.00
117.15
137.80
264.00
256.00
86.00
11.70
0.00
16.00
0.00
18
0.45
89.80
195.00
114.75
143.80
268.00
252.90
83.50
19.50
0.00
3.85
0.00
19
0.10
95.85
192.20
114.15
138.45
272.00
248.25
86.00
19.50
0.00
3.85
0.00
20
0.00
95.30
188.00
108.17
137.15
276.00
242.83
88.70
17.75
0.00
4.18
0.00
21
0.00
90.90
183.10
102.45
135.20
282.40
238.18
88.70
4.18
0.00
4.18
0.00
22
0.00
86.50
180.30
98.60
128.88
285.60
231.97
82.50
2.88
0.00
4.18
0.00
23
0.00
90.90
171.20
98.60
123.88
290.40
226.55
82.00
1.17
0.00
3.85
0.00
24
0.00
105.87
161.40
96.95
122.63
296.00
260.80
72.00
0.95
0.00
3.85
0.00
25
0.00
94.20
149.87
98.60
122.63
297.60
231.97
61.55
0.50
0.00
3.53
0.00
26
0.00
91.45
141.77
100.80
125.12
295.20
216.75
2.55
0.45
0.00
28.25
0.00
27
0.00
96.40
128.88
105.87
135.85
296.80
201.75
4.18
0.35
0.00
4.18
0.00
28
0.00
79.50
117.75
115.35
153.25
296.00
183.80
4.18
0.35
0.00
3.85
0.00
29
0.00
99.15
116.55
128.25
160.00
296.00
176.80
4.18
0.45
0.00
0.00
30
0.00
98.60
117.15
147.85
167.00
294.40
173.30
8.50
0.45
0.80
0.00
31
101.35
176.10
172.60
164.90
0.73
2.55
0.00
----------
--------------
Total
30 74
2425 88
5039 96
3528 76
4575 06
7520 44
7757 95
2419 51
913 75
16 56
435 26
51 79 34715 66 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
1.02
78.25
168.00
113.83
147.58
250.68
250.26
80.65
29.48
0.53
15.55
1.67
95.11 CMS
Max
17.75
149.20
198.75
176.10
189.40
297.60
293.60
151.90
101.35
2.55
81.50
11.70
297.60 CMS
Min
0.00
0.00
115.95
91.45
122.63
180.30
164.90
2.55
0.35
0.00
0.35
0.00
0.00 CMS
Runoff
2.66
209.60
435.45
304.89
395.29
649.77
670.29
209.05
78.95
1.43
37.61
4.48
2999.43 MCM
298.40 CMS. at 37.03 m. (MSL.) at 15.00 Hours , on Sep 25 , 2012
Runoff Yield
4.32
13.543
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak