Basic HTML Version
641
800
1000
1200
Flow ? CMS
Flow of Tapi River (X.37A)
at Ban Yan Din Daeng
Water Year 2011
400
600
0
200
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
1032.80
130.00
110.20
71.75
225.90
349.20
307.00
172.80
291.60
140.80
187.20
60.95
2
857.60
141.40
144.40
69.50
215.20
352.80
325.20
163.80
266.00
152.80
198.40
59.15
3
735.20
143.20
157.50
67.70
203.20
338.40
339.60
149.20
265.00
261.00
185.60
56.90
4
656.70
143.80
161.00
67.70
183.20
313.60
349.20
147.40
279.50
328.80
163.80
55.65
5
598.00
156.10
150.40
65.45
148.00
280.60
351.60
158.20
300.40
370.80
144.40
54.95
6
551.80
168.00
140.20
62.30
118.60
239.00
349.20
170.40
320.40
400.40
130.60
68.15
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
508.00
162.40
128.80
59.15
98.20
197.60
350.40
165.90
326.40
401.70
122.80
80.00
8
482.00
152.80
119.80
56.45
86.50
168.00
355.20
156.80
314.70
380.40
112.60
111.40
9
465.80
141.40
125.20
54.60
78.50
149.20
355.20
152.80
283.90
346.80
104.20
144.40
10
447.60
146.20
127.00
53.20
72.65
143.80
349.20
149.80
246.00
303.70
97.00
157.50
11
423.80
168.00
122.80
52.85
70.40
200.80
339.60
150.40
219.60
256.00
91.50
154.00
12
399.10
178.40
131.80
53.20
73.10
270.00
327.60
142.00
209.60
213.60
87.00
133.60
13
384.00
169.60
145.00
61.85
79.50
309.20
321.60
147.40
203.20
187.20
83.00
95.20
14
364.80
155.40
142.60
105.40
90.50
357.60
331.20
174.40
184.80
181.60
80.50
75.00
15
340 80
145 00
131 80
169 60
98 20
399 10
331 20
187 20
154 70
195 20
77 00
68 60
.
.
.
.
.
.
.
.
.
.
.
.
16
314.70
130.00
123.40
216.00
112.00
397.80
318.00
188.80
148.00
239.00
74.00
66.80
17
289.40
119.20
123.40
236.00
127.00
379.20
296.00
184.00
188.80
267.00
71.75
60.05
18
263.00
125.20
122.80
233.10
119.20
355.20
266.00
159.60
220.50
291.60
77.00
61.40
19
247.00
145.00
143.80
202.40
113.80
325.20
236.00
136.60
226.80
303.70
103.00
72.65
20
248.00
166.60
171.20
168.80
117.40
307.00
214.40
111.40
222.30
315.80
147.40
87.50
21
248.00
186.40
156.80
140.20
133.00
308.10
188.00
100.60
200.80
334.80
172.80
88.00
22
240.00
185.60
130.00
107.20
143.80
310.30
181.60
109.00
171.20
349.20
148.00
82.00
23
217.80
167.30
109.60
87.50
179.20
303.70
173.60
149.80
160.30
354.00
109.60
65.90
24
192.80
140.80
102.40
86.50
206.40
279.50
156.80
200.80
173.60
346.80
88.00
54.25
25
171.20
125.20
119.80
94.60
215.20
253.00
142.00
230.40
195.20
325.20
80.00
49.70
26
155.40
117.40
110.80
115.00
207.20
239.00
136.00
258.00
233.10
299.30
72.65
49.00
27
152.20
120.40
92.00
140.80
210.40
231.30
144.40
269.00
237.00
268.00
64.55
53.55
28
152.20
112.00
82.50
146.80
250.00
233.10
161.00
281.70
224.10
225.90
60.50
57.35
29
141.40
102.40
76.50
169.60
290.50
255.00
169.60
296.00
203.20
183.20
60.05
65.00
30
129.40
93.50
73.10
213.60
316.90
283.90
166.60
305.90
175.20
161.00
63.65
31
93.50
231.30
332.40
168.80
152.20
168.00
63.65
----------
--------------
Total
11 410 50 4 432 20 3 776 60
3660 10
4916 05
8530 20
8201 80
5370 10
6998 10
8553 30
3194 90
2415 90 71459 75 CMSDAY
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,
.
,
.
,
.
.
.
.
.
.
.
.
.
.
.
Mean
380.35
142.97
125.89
118.07
158.58
284.34
264.57
179.00
225.75
275.91
110.17
77.93
195.25 CMS
Max
1,032.80
186.40
171.20
236.00
332.40
399.10
355.20
305.90
326.40
401.70
198.40
157.50 1,032.80 CMS
Min
129.40
93.50
73.10
52.85
70.40
143.80
136.00
100.60
148.00
140.80
60.05
49.00
49.00 CMS
Runoff
985.87
382.94
326.30
316.23
424.75
737.01
708.64
463.98
604.64
739.01
276.04
208.73
6174.12 MCM
1112.20 CMS, at 13.59 m. (MSL), at 01.00 Hours, on Apr 1, 2011
Runoff Yield
36.27
206.604
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak