Page 247 - Slide 1

Basic HTML Version

211
300
350
400
450
Flow ‐ CMS
Flow of Ping River (P.7A)
at Ban Huai Yang
Water Year 2014
150
200
250
0
50
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
115.40
142.60
258.00
227.00
151.00
196.00
271.20
107.50
70.00
100.00
115.40
102.50
2
110.00
145.40
245.60
205.30
107.50
192.90
205.30
115.40
72.50
92.50
110.00
112.70
3
110.00
165.00
294.30
239.40
102.50
217.70
189.80
131.60
77.50
95.00
110.00
87.50
4
112.70
153.80
261.30
217.70
112.70
377.40
165.00
112.70
75.00
97.50
110.00
97.50
5
123.50
196.00
284.40
192.90
131.60
337.20
142.60
102.50
70.00
97.50
112.70
92.50
6
137.00
236.30
300.90
162.20
107.50
337.20
151.00
118.10
70.00
97.50
118.10
95.00
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2014 to March 31, 2015
7
134.30
220.80
291.00
171.20
112.70
347.10
151.00
139.80
90.00
107.50
95.00
82.50
8
134.30
258.00
333.90
168.10
180.50
340.50
134.30
251.80
95.00
105.00
95.00
90.00
9
137.00
258.00
297.60
162.20
156.60
294.30
115.40
245.60
85.00
100.00
77.50
77.50
10
128.90
267.90
317.40
151.00
153.80
245.60
112.70
211.50
95.00
120.80
100.00
90.00
11
139.80
264.60
310.80
142.60
112.70
236.30
112.70
271.20
92.50
126.20
107.50
95.00
12
145.40
230.10
291.00
126.20
120.80
217.70
110.00
242.50
100.00
126.20
107.50
90.00
13
126.20
245.60
287.70
131.60
120.80
189.80
131.60
205.30
92.50
120.80
107.50
95.00
14
123.50
227.00
258.00
153.80
123.50
165.00
102.50
177.40
95.00
90.00
107.50
82.50
15
134 30
220 80
258 00
208 40
120 80
139 80
92 50
145 40
87 50
174 30
95 00
97 50
.
.
.
.
.
.
.
.
.
.
.
.
16
131.60
223.90
251.80
227.00
118.10
120.80
80.00
131.60
87.50
174.30
97.50
77.50
17
142.60
230.10
307.50
211.50
110.00
115.40
92.50
123.50
92.50
139.80
95.00
67.50
18
148.20
248.70
297.60
183.60
95.00
100.00
65.00
110.00
87.50
92.50
100.00
87.50
19
137.00
205.30
291.00
139.80
95.00
97.50
55.20
82.50
87.50
126.20
112.70
87.50
20
145.40
214.60
284.40
105.00
107.50
85.00
55.20
80.00
90.00
123.50
105.00
90.00
21
156.60
186.70
251.80
107.50
115.40
72.50
52.80
75.00
95.00
126.20
97.50
87.50
22
148.20
186.70
254.90
100.00
90.00
70.00
60.00
67.50
105.00
118.10
107.50
82.50
23
126.20
180.50
211.50
100.00
87.50
67.50
77.50
70.00
102.50
118.10
105.00
97.50
24
123.50
186.70
242.50
102.50
100.00
60.00
92.50
67.50
107.50
115.40
97.50
102.50
25
105.00
196.00
254.90
97.50
137.00
126.20
123.50
57.60
105.00
115.40
112.70
102.50
26
102.50
304.20
230.10
120.80
139.80
264.60
233.20
62.50
102.50
110.00
107.50
105.00
27
105.00
236.30
233.20
214.60
128.90
192.90
214.60
70.00
115.40
105.00
112.70
105.00
28
123.50
271.20
236.30
300.90
139.80
168.10
162.20
70.00
107.50
112.70
105.00
97.50
29
120.80
248.70
223.90
245.60
156.60
142.60
137.00
72.50
100.00
110.00
105.00
30
139.80
261.30
186.70
189.80
189.80
220.80
126.20
65.00
102.50
115.40
97.50
31
287.70
151.00
159.40
120.80
100.00
107.50
105.00
----------
--------------
Total
3868 20
6900 50
8048 00
5256 70
3884 80
5738 40
3935 80
3783 50
2855 40
3560 90
2924 30
2885 20 53641 70 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
128.94
222.60
268.27
169.57
125.32
191.28
126.96
126.12
92.11
114.87
104.44
93.07
146.96 CMS
Max
156.60
304.20
333.90
300.90
189.80
377.40
271.20
271.20
115.40
174.30
118.10
112.70
377.40 CMS
Min
102.50
142.60
186.70
97.50
87.50
60.00
52.80
57.60
70.00
90.00
77.50
67.50
52.80 CMS
Runoff
334.21
596.20
695.35
454.18
335.65
495.80
340.05
326.89
246.71
307.66
252.66
249.28
4634.64 MCM
418.20 CMS. at 72.98 m. (MSL.) at 18.00 Hours , on Jun 8 , 2014
Runoff Yield
3.46
9.848
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak