Basic HTML Version
353
400
500
600
Flow ‐ CMS
Flow of Nan River (N.12A)
at Ban Hat Phai
Water Year 2012
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
38.40
224.30
177.60
220.90
122.20
68.00
55.70
273.40
286.70
286.70
273.40
127.40
2
231.40
317.10
161.60
233.20
90.80
55.70
63.00
236.80
174.40
374.10
253.00
164.80
3
254.80
260.20
117.00
320.90
102.90
64.00
72.00
146.50
229.60
476.40
242.20
140.50
4
254.80
281.00
157.00
378.10
127.40
134.50
86.40
96.30
307.60
462.00
300.00
139.00
5
271.50
185.60
179.20
273.40
97.40
130.00
66.00
117.00
180.80
455.40
277.20
184.00
6
238.60
214.10
157.00
301.90
193.70
128.70
53.90
128.70
236.80
263.90
275.30
220.90
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
240.40
336.10
182.40
220.90
154.00
130.00
69.00
115.70
249.40
245.80
262.00
244.00
8
303.80
364.60
180.80
313.30
136.00
188.80
71.00
101.80
279.10
290.50
231.40
197.10
9
500.40
382.30
279.10
282.90
126.10
222.60
62.00
120.90
190.40
262.00
247.60
113.10
10
507.60
313.30
205.60
174.40
179.20
311.40
56.60
93.00
214.10
286.70
203.90
78.00
11
483.60
313.30
388.60
172.80
229.60
124.80
56.60
41.20
235.00
286.70
229.60
176.00
12
334.20
309.50
380.20
126.10
151.00
117.00
55.70
148.00
273.40
317.10
214.10
158.50
13
146.50
160.00
405.40
88.60
184.00
95.20
52.10
174.40
226.00
190.40
210.70
140.50
14
99.60
209.00
149.50
130.00
229.60
77.00
39.80
133.00
290.50
307.60
235.00
187.20
15
133 00
198 80
146 50
76 00
190 40
81 00
58 40
149 50
271 50
292 40
210 70
200 50
.
.
.
.
.
.
.
.
.
.
.
.
16
205.60
200.50
117.00
126.10
209.00
101.80
48.50
149.50
197.10
332.30
214.10
166.40
17
547.50
157.00
133.00
106.60
143.50
73.00
55.70
131.50
301.90
298.10
187.20
169.60
18
466.80
210.70
142.00
113.10
198.80
59.30
50.30
79.00
307.60
347.50
231.40
179.20
19
394.90
231.40
330.40
133.00
102.90
53.00
53.90
244.00
217.50
313.30
253.00
157.00
20
251.20
212.40
345.60
95.20
120.90
56.60
52.10
207.30
212.40
258.40
301.90
137.50
21
180.80
260.20
292.40
131.50
102.90
55.70
55.70
249.40
282.90
403.30
231.40
126.10
22
107.90
174.40
341.80
63.00
100.70
70.00
67.00
193.70
251.20
390.70
279.10
146.50
23
158.50
209.00
296.20
127.40
117.00
44.90
48.50
64.00
256.60
386.50
197.10
110.50
24
195.40
182.40
254.80
127.40
93.00
64.00
56.60
210.70
317.10
392.80
203.90
136.00
25
212.40
179.20
258.40
149.50
106.60
59.30
59.30
190.40
317.10
307.60
253.00
157.00
26
217.50
349.40
355.10
190.40
137.50
45.80
64.00
260.20
265.80
265.80
214.10
169.60
27
188.80
227.80
322.80
179.20
176.00
81.00
56.60
300.00
288.60
177.60
262.00
148.00
28
174.40
286.70
349.40
139.00
158.50
59.30
79.00
273.40
319.00
236.80
114.40
179.20
29
163.20
262.00
290.50
106.60
136.00
72.00
69.00
305.70
307.60
334.20
152.50
30
260.20
269.60
249.40
134.50
143.50
52.10
281.00
284.80
151.00
309.50
130.00
31
309.50
134.50
117.00
281.00
168.00
262.00
119.60
----------
--------------
Total
7763 70
7791 40
7346 30
5370 40
4478 10
2876 50
2296 40
5219 80
7806 70
9814 10
6608 70
4856 20 72228 30 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
258.79
251.34
244.88
173.24
144.45
95.88
74.08
173.99
251.83
316.58
236.03
156.65
197.89 CMS
Max
547.50
382.30
405.40
378.10
229.60
311.40
281.00
305.70
319.00
476.40
301.90
244.00
547.50 CMS
Min
38.40
157.00
117.00
63.00
90.80
44.90
39.80
41.20
151.00
177.60
114.40
78.00
38.40 CMS
Runoff
670.78
673.18
634.72
464.00
386.91
248.53
198.41
450.99
674.50
847.94
570.99
419.58
6240.53 MCM
777.20 CMS. at 74.19 m. (MSL.) at 18.00 Hours , on Jan 4 , 2012
Runoff Yield
12.70
49.888
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak