Basic HTML Version
705
500
600
700
Flow ? CMS
Flow of Trang River (X.234)
at Ban Pa Mak
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
610.70
42.75
30.75
25.15
129.40
225.95
141.20
128.80
283.90
65.50
69.50
16.75
2
540.25
45.45
34.60
26.90
112.60
188.40
132.10
128.80
256.60
119.20
94.60
14.70
3
477.25
41.40
40.95
28.65
98.20
130.70
132.80
107.80
220.25
188.40
116.80
12.90
4
419.80
50.40
40.05
28.30
75.50
97.00
141.20
79.50
176.40
221.20
113.20
13.80
5
377.00
59.40
36.00
26.90
56.70
108.40
147.50
63.00
155.20
246.10
84.10
24.80
6
352.00
58.05
36.90
27.60
44.55
84.65
168.40
58.50
134.90
266.05
63.50
66.00
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
334.50
48.60
41.40
26.55
33.20
58.05
191.60
58.05
110.80
279.70
57.15
75.50
8
318.80
38.25
32.85
24.45
26.55
50.40
203.60
56.70
90.70
272.35
51.30
64.00
9
303.60
33.55
27.60
21.30
20.60
46.35
193.20
54.45
74.00
235.45
50.40
75.50
10
286.00
32.85
25.85
16.40
20.95
50.40
162.80
56.70
65.00
172.40
47.70
103.60
11
257.65
33.55
23.05
13.80
23.75
112.00
132.80
54.45
65.00
119.20
47.70
118.60
12
210.75
37.80
25.50
19.20
27.95
202.00
122.20
52.20
66.00
87.95
47.25
91.80
13
159.60
37.35
28.65
27.95
33.55
289.30
129.40
69.00
64.00
80.50
36.90
57.15
14
120.40
36.90
31.45
34.25
35.65
396.00
128.20
61.65
60.75
80.00
33.55
39.60
15
94 00
35 65
31 80
53 55
39 60
390 40
110 20
49 05
54 45
92 35
27 25
29 35
.
.
.
.
.
.
.
.
.
.
.
.
16
80.50
33.20
36.90
92.90
50.85
338.25
85.75
41.40
62.55
130.70
24.10
23.05
17
73.50
33.20
35.30
101.20
58.05
252.40
73.00
35.65
121.00
164.40
21.65
19.55
18
77.50
45.45
34.25
77.00
52.65
190.00
71.00
31.80
158.80
189.20
20.95
23.05
19
80.50
68.50
31.10
47.70
43.65
144.00
61.20
27.95
164.40
214.55
25.50
39.60
20
78.50
74.50
28.65
37.80
35.30
182.00
49.95
26.55
148.20
243.05
35.65
54.00
21
79.00
62.10
23.05
32.15
37.35
221.20
46.35
28.30
115.00
279.70
49.05
69.00
22
71.00
51.30
22.70
34.95
49.05
239.25
45.45
71.50
84.65
294.80
40.50
51.75
23
56.25
52.65
21.30
24.80
76.50
222.15
47.70
147.50
70.50
282.85
32.50
38.25
24
46.35
43.65
16.05
24.10
78.50
177.20
46.80
200.40
66.00
256.60
30.75
33.90
25
39.60
34.60
15.35
36.00
76.00
128.80
47.70
253.45
70.00
202.00
28.65
32.50
26
34.60
24.80
12.60
54.45
82.00
97.60
48.15
311.60
95.20
139.80
30.40
33.55
27
32.15
23.05
13.80
62.10
100.60
94.60
63.50
337.00
120.40
95.80
26.20
39.15
28
31.80
22.70
15.70
66.00
154.50
103.60
85.75
333.25
123.40
73.00
26.20
41.85
29
31.80
23.75
20.95
67.50
190.00
127.00
89.60
322.40
107.80
62.10
19.20
29.00
30
33.90
26.20
22.00
87.40
213.60
146.80
87.95
306.90
83.00
54.90
28.30
31
29.00
122.20
225.95
111.40
66.50
52.65
46.35
----------
--------------
Total
5709 25
1280 60
837 10
1369 20
2303 30
5094 85
3298 45
3554 30
3535 35
5262 45
1352 20
1406 90 35003 95 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
190.31
41.31
27.90
44.17
74.30
169.83
106.40
118.48
114.04
169.76
46.63
45.38
95.64 CMS
Max
610.70
74.50
41.40
122.20
225.95
396.00
203.60
337.00
283.90
294.80
116.80
118.60
610.70 CMS
Min
31.80
22.70
12.60
13.80
20.60
46.35
45.45
26.55
54.45
52.65
19.20
12.90
12.60 CMS
Runoff
493.28
110.64
72.33
118.30
199.01
440.20
284.99
307.09
305.45
454.68
116.83
121.56
3024.34 MCM
632.90 CMS. at 7.14 m. (MSL.) at 08.00 Hours , on Apr 1 , 2011
Runoff Yield
34.05
225.354
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak