233
200
250
300
Flow ? CMS
Flow of Ping River (P.75)
at Ban Cho Lae
Water Year 2011
100
150
0
50
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
20.65
19.25
25.00
31.80
126.60
130.70
137.50
33.00
21.00
17.50
19.25
7.50
2
20.65
26.20
22.60
34.35
149.30
130.70
154.80
32.20
31.00
17.50
20.30
19.25
3
21.00
57.80
22.60
37.50
110.20
129.85
180.00
31.40
19.95
17.50
19.95
14.70
4
21.00
64.30
27.00
34.80
85.70
112.30
189.60
30.60
18.90
17.15
19.25
12.60
5
20.65
57.28
32.60
32.20
62.00
79.83
184.80
30.60
18.55
17.85
16.10
14.35
6
20.30
64.87
33.00
30.60
51.50
123.40
145.15
33.90
18.20
17.85
9.30
15.40
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
21.00
53.60
34.35
28.60
50.55
161.40
99.70
48.65
17.85
17.85
16.45
15.40
8
21.00
54.13
31.40
27.80
42.00
110.90
95.50
49.13
17.50
17.50
18.55
14.70
9
21.00
38.85
29.80
28.20
55.18
103.90
94.10
41.55
17.50
17.50
18.55
15.40
10
25.00
62.00
27.40
31.00
87.10
99.00
90.60
31.00
17.50
17.50
25.40
18.90
11
32.60
27.80
26.20
24.60
93.40
82.13
87.80
25.00
16.45
17.50
42.95
31.00
12
32.20
35.25
27.00
17.50
102.50
67.17
110.90
17.85
16.10
17.50
43.90
31.80
13
33.90
22.60
30.60
18.20
125.80
80.40
108.80
26.20
15.75
18.20
43.90
31.80
14
37.05
21.00
37.95
21.00
118.60
105.30
97.60
27.80
19.25
21.80
42.95
31.40
15
37 05
48 17
33 90
27 80
89 20
114 60
78 10
26 20
15 75
27 00
40 20
27 00
.
.
.
.
.
.
.
.
.
.
.
.
16
36.15
15.05
32.20
44.37
77.52
108.10
75.22
24.60
15.05
22.60
31.40
25.40
17
29.80
20.30
31.00
62.57
64.87
99.70
55.70
24.20
14.70
22.20
10.85
24.20
18
22.60
25.40
30.60
60.95
88.50
93.40
55.18
24.20
14.70
20.65
16.80
23.80
19
22.20
59.37
31.00
44.37
94.10
91.30
52.55
23.80
14.35
18.55
16.45
23.40
20
22.20
70.62
30.60
38.40
95.50
94.10
50.07
23.00
14.00
17.85
15.75
24.20
21
21.40
51.50
28.60
54.13
97.60
87.10
48.65
22.20
14.00
17.50
14.70
16.10
22
16.80
45.80
24.20
63.15
114.60
134.10
44.37
21.80
14.00
17.15
14.70
24.20
23
18.90
40.20
18.90
52.03
106.00
129.85
42.95
20.65
14.00
15.75
14.35
24.20
24
31.40
41.10
13.30
56.22
88.50
116.20
42.47
31.40
14.35
15.40
6.60
24.20
25
23.40
30.60
13.65
75.22
94.80
170.40
39.30
21.80
14.00
16.10
11.20
23.80
26
31.00
19.95
20.30
62.57
271.70
102.50
37.50
21.00
14.35
18.55
6.60
23.40
27
31.80
20.30
33.90
52.55
207.40
155.90
35.70
21.40
15.05
18.55
13.65
23.40
28
19.60
23.40
25.80
49.13
150.40
203.20
33.90
21.40
17.50
18.20
14.70
22.60
29
19.60
25.80
23.00
46.75
140.05
279.45
34.35
21.00
17.50
18.20
13.65
23.40
30
21.80
32.60
36.60
43.43
134.95
168.00
35.70
20.65
17.50
18.90
23.40
31
40.65
50.07
132.40
35.70
17.50
19.25
23.00
----------
--------------
Total
753 70
1215 74
835 05
1281 86
3308 52
3664 88
2574 26
828 18
523 80
573 10
598 40
673 90 16831 39 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
25.12
39.22
27.83
41.35
106.73
122.16
83.04
27.61
16.90
18.49
20.63
21.74
45.99 CMS
Max
37.05
70.62
37.95
75.22
271.70
279.45
189.60
49.13
31.00
27.00
43.90
31.80
279.45 CMS
Min
16.80
15.05
13.30
17.50
42.00
67.17
33.90
17.85
14.00
15.40
6.60
7.50
6.60 CMS
Runoff
65.12
105.04
72.15
110.75
285.86
316.65
222.42
71.56
45.26
49.52
51.70
58.23
1454.23 MCM
337.80 CMS. at 342.12 m. (MSL.) at 11.00 Hours , on Aug 26 , 2011
Runoff Yield
14.89
109.391
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak