Basic HTML Version
365
700
800
900
1000
Flow ‐ CMS
Flow of Nan River (N.14A)
at Ban Wat Luang Pho Kaeo
Water Year 2014
300
400
500
600
0
100
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
158.20
116.20
164.20
160.60
388.70
516.70
359.60
150.00
111.80
102.40
127.00
137.20
2
162.40
126.40
171.40
158.80
392.00
584.00
350.00
159.20
111.10
102.40
130.00
137.80
3
167.20
133.60
175.00
167.20
388.70
672.50
346.70
164.00
110.10
104.20
131.80
134.20
4
164.20
155.80
177.80
173.20
371.10
792.60
337.00
161.60
110.20
107.20
133.00
132.40
5
160.60
164.20
180.60
173.20
343.00
849.50
326.00
161.60
107.20
107.20
133.00
130.60
6
157.00
166.00
177.10
170.80
324.00
890.40
313.00
162.80
103.00
109.00
129.40
132.40
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Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
151.60
167.20
175.00
169.00
310.00
908.40
283.60
159.20
103.00
109.00
126.40
137.20
8
151.60
170.20
177.10
166.00
308.20
901.20
271.00
156.80
103.00
110.80
124.60
140.80
9
149.80
173.20
182.00
164.20
352.00
876.00
262.00
169.40
103.00
115.00
127.00
145.00
10
148.00
179.20
191.80
170.80
405.40
805.00
254.80
187.80
103.00
119.80
129.40
141.40
11
148.00
189.00
199.50
176.40
456.90
696.40
252.40
203.20
103.00
122.80
131.80
139.00
12
147.40
195.30
215.60
182.00
469.90
610.80
242.80
226.00
103.00
125.80
131.80
135.40
13
145.00
192.50
228.20
191.80
467.30
549.40
232.40
247.60
101.80
131.20
131.80
133.00
14
145.00
189.00
220.50
200.20
443.90
509.80
220.40
254.00
101.80
134.20
133.60
131.20
15
145 00
184 10
207 90
213 50
418 60
477 20
201 10
250 80
101 80
133 00
134 80
130 00
.
.
.
.
.
.
.
.
.
.
.
.
16
145.00
179.90
205.80
228.20
404.20
472.40
186.40
247.60
101.80
130.60
135.40
130.00
17
145.00
174.40
210.00
270.40
406.60
482.00
174.20
241.20
101.80
128.20
134.20
128.20
18
145.00
166.60
210.00
299.20
419.80
462.80
159.20
226.00
101.80
125.20
134.20
128.20
19
145.00
155.80
215.60
314.00
445.20
466.00
154.50
195.50
101.80
121.60
133.00
128.20
20
145.00
162.40
235.00
324.00
467.30
469.20
148.50
165.20
101.80
119.20
133.00
130.00
21
145.00
171.40
256.90
315.00
476.40
459.60
138.00
143.00
100.00
116.20
133.00
130.00
22
143.80
176.40
269.50
288.40
484.20
449.00
133.90
138.80
100.00
118.00
133.00
132.40
23
139.60
184.10
260.50
275.80
492.00
437.00
135.10
137.20
100.00
118.00
133.00
135.40
24
136.60
194.60
243.80
262.30
492.00
408.40
136.00
135.10
100.00
116.80
133.00
137.80
25
134.20
192.50
226.10
253.30
490.70
378.80
138.40
132.40
95.80
113.20
133.00
142.00
26
126.40
189.00
204.40
243.80
467.30
346.70
139.20
128.80
97.00
112.00
134.20
144.40
27
116.80
185.50
198.80
235.00
436.10
358.40
141.50
124.90
101.20
113.80
136.00
140.80
28
110.80
182.00
186.20
245.40
403.00
374.00
121.60
120.60
103.00
118.60
136.00
135.40
29
106.60
173.20
176.40
279.40
378.80
378.80
145.00
115.80
100.00
121.00
130.00
30
105.40
164.20
166.60
313.00
398.60
369.20
145.00
113.00
99.40
124.00
122.20
31
155.20
360.00
433.50
145.00
98.80
125.20
110.80
----------
--------------
Total
4291 20
5309 10
6109 30
7144 90 12935 40 16952 20
6594 30
5179 10
3181 00
3655 60
3696 40
4143 40 79191 91 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
143.04
171.26
203.64
230.48
417.27
565.07
212.72
172.64
102.61
117.92
132.01
133.66
216.96 CMS
Max
167.20
195.30
269.50
360.00
492.00
908.40
359.60
254.00
111.80
134.20
136.00
145.00
908.40 CMS
Min
105.40
116.20
164.20
158.80
308.20
346.70
121.60
113.00
95.80
102.40
124.60
110.80
95.80 CMS
Runoff
370.76
458.71
527.84
617.32
1117.62
1464.67
569.75
447.47
274.84
315.84
319.37
357.99
6842.18 MCM
908.40 CMS. at 27.48 m. (MSL.) at 06.00 Hours , on Sep 7 , 2014
Runoff Yield
6.61
27.673
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak