Basic HTML Version
655
400
500
600
Flow ‐ CMS
Flow of Tapi River (X.37A)
at Ban Yan Din Daeng
Water Year 2014
200
300
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
7.40
28.80
23.20
45.00
214.00
305.00
208.00
367.00
181.00
190.00
31.60
11.60
2
17.60
19.10
27.60
53.15
199.60
276.00
211.60
358.50
153.80
159.20
29.60
11.30
3
11.90
15.80
35.20
54.80
177.00
240.40
266.20
356.80
135.40
130.00
28.40
10.70
4
7.60
16.40
41.50
45.50
129.40
198.40
290.00
360.20
131.20
110.00
26.40
10.40
5
8.90
18.80
48.75
37.00
101.60
154.70
303.50
355.10
130.60
98.40
25.60
11.90
6
17.00
20.00
55.90
32.80
105.20
122.20
323.00
345.50
133.60
97.20
24.40
14.00
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
17.60
16.40
61.95
30.80
157.40
107.60
347.00
327.50
138.40
130.60
24.40
11.00
8
25.60
14.00
66.90
32.00
212.80
99.60
385.70
302.00
127.60
151.20
24.40
10.10
9
25.20
12.50
60.85
35.60
234.40
92.40
437.00
312.50
126.40
140.00
22.80
9.80
10
15.50
11.90
51.50
40.50
239.20
96.40
476.00
345.50
125.20
110.40
21.60
9.20
11
11.60
12.80
42.00
36.00
230.80
144.80
488.00
387.40
106.00
95.10
20.40
8.90
12
12.20
16.10
35.60
31.60
208.00
187.00
474.00
421.80
90.60
87.30
19.70
8.60
13
11.60
25.60
37.50
29.20
173.00
186.00
458.00
440.80
81.60
81.90
19.10
8.30
14
11.60
33.60
49.85
44.50
134.20
193.60
431.30
437.00
81.30
78.00
18.50
8.00
15
12 50
34 00
61 95
70 10
108 00
241 60
411 20
419 90
126 40
76 00
17 90
7 80
.
.
.
.
.
.
.
.
.
.
.
.
16
12.80
32.00
57.55
76.80
101.60
284.40
394.20
397.60
196.00
75.00
17.30
7.60
17
36.00
35.60
70.40
87.60
123.40
318.50
378.90
375.50
210.40
72.65
16.70
7.60
18
62.50
46.55
84.60
91.50
133.00
345.50
367.00
350.00
205.60
70.70
16.40
7.40
19
64.70
55.90
79.20
80.40
133.60
373.80
353.40
318.50
208.00
68.75
17.30
7.40
20
68.45
53.70
70.10
71.30
127.60
392.50
350.00
271.80
208.00
68.15
18.80
7.20
21
69.65
39.50
58.10
64.70
122.20
377.20
351.70
234.40
198.40
65.25
17.90
7.40
22
69.65
28.80
47.65
54.80
114.40
344.00
353.40
214.00
186.00
63.60
16.10
7.20
23
68.30
26.80
48.75
45.50
107.20
293.00
342.50
210.40
175.00
60.85
14.90
7.20
24
50.95
47.10
64.15
40.50
118.00
244.00
327.50
226.00
159.20
57.55
14.00
7.00
25
40.00
66.35
70.70
69.05
130.60
229.60
314.00
246.40
144.00
54.25
13.40
7.40
26
34.80
63.60
72.05
125.20
174.00
220.00
309.50
234.40
146.40
50.95
12.80
7.40
27
21.20
58.65
68.30
189.00
253.60
188.00
317.00
203.20
162.80
48.20
12.20
7.00
28
15.50
63.05
56.45
238.00
294.50
157.40
336.50
189.00
189.00
44.00
11.90
6.80
29
17.00
64.15
47.65
259.60
315.50
156.50
350.00
185.00
218.80
39.50
6.80
30
20.40
60.30
42.00
259.60
326.00
186.00
370.40
190.00
227.20
35.60
6.80
31
55.35
236.80
323.00
372.10
217.60
33.60
6.60
----------
--------------
Total
865 70 1 093 20 1 637 90
2608 90
5522 80
6756 10 11098 60
9383 70
4921 50
2643 90
554 50
266 40 47353 20 CMSDAY
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.
,
.
,
.
.
.
.
.
.
.
.
.
.
.
Mean
28.86
35.26
54.60
84.16
178.15
225.20
358.02
312.79
158.76
85.29
19.80
8.59
129.73 CMS
Max
69.65
66.35
84.60
259.60
326.00
392.50
488.00
440.80
227.20
190.00
31.60
14.00
488.00 CMS
Min
7.40
11.90
23.20
29.20
101.60
92.40
208.00
185.00
81.30
33.60
11.90
6.60
6.60 CMS
Runoff
74.80
94.45
141.52
225.41
477.17
583.73
958.92
810.75
425.22
228.43
47.91
23.02
4091.32 MCM
490.00 CMS, at 10.77 m. (MSL), at 08.00 Hours, on Oct 11, 2014
Runoff Yield
24.10
91.023
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak