Basic HTML Version
367
1200
1400
1600
1800
Flow ? CMS
Flow of Nan River (N.13B)
at Ban Ngiu Ngam
Water Year 2011
600
800
1000
0
200
400
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
0.00
41.60
139.55
630.00
1066.60
450.40
464.35
175.60
97.55
74.75
63.70
52.00
2
0.00
79.50
123.00
611.85
967.35
536.80
638.50
160.00
96.60
73.80
63.70
52.00
3
0.00
94.70
118.00
473.65
895.60
411.65
559.20
152.30
95.65
73.80
65.50
51.20
4
0.00
77.60
111.00
402.50
726.90
365.40
458.15
147.95
95.65
71.90
63.70
51.20
5
0.00
113.00
126.00
356.70
580.50
560.80
390.50
150.10
94.70
71.90
63.70
50.40
6
0.00
88.05
118.00
301.10
479.85
775.75
346.60
144.80
91.85
72.85
62.80
50.40
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
0.00
134.30
369.75
264.70
652.10
675.90
317.30
138.50
89.95
71.90
61.00
50.40
8
0.00
124.00
243.90
222.75
892.00
721.80
305.15
136.40
89.00
70.95
60.10
49.60
9
0.00
81.40
188.25
236.55
725.20
807.40
295.70
134.30
89.00
69.10
60.10
49.60
10
0.00
92.80
163.30
378.50
669.10
679.30
283.55
147.95
89.00
70.00
59.20
49.60
11
0.00
130.10
131.15
473.65
802.00
541.60
271.40
143.75
89.00
69.10
58.30
52.90
12
0.00
176.75
114.00
380.00
866.80
472.10
245.20
132.20
89.00
69.10
57.40
53.80
13
0.00
110.00
136.40
293.00
735.50
451.95
246.50
127.00
88.05
69.10
58.30
52.00
14
0.00
96.60
121.00
465.90
626.70
433.35
240.00
125.00
86.15
70.00
59.20
50.40
15
0 00
125 00
118 00
991 40
535 20
448 85
251 70
122 00
85 20
70 00
57 40
51 20
.
.
.
.
.
.
.
.
.
.
.
.
16
0.00
139.55
115.00
1074.20
470.55
509.60
243.90
119.00
84.25
69.10
58.30
57.40
17
0.00
169.90
109.00
1114.10
530.40
538.40
245.20
118.00
83.30
69.10
57.40
61.90
18
0.00
235.40
106.10
967.35
746.00
519.20
226.20
116.00
83.30
70.00
57.40
55.60
19
0.00
282.20
105.15
652.10
611.85
809.20
219.30
115.00
82.35
68.20
56.50
51.20
20
0.00
264.70
109.00
568.95
974.75
814.60
199.75
113.00
82.35
68.20
56.50
50.40
21
0.00
231.95
111.00
657.20
1171.10
749.50
191.70
111.00
81.40
66.40
54.70
48.00
22
0.00
199.75
109.00
593.70
1188.20
848.80
184.80
109.00
79.50
65.50
54.70
47.20
23
0.00
141.65
104.20
570.60
1089.40
669.10
179.05
107.05
78.55
64.60
53.80
47.20
24
0.00
112.00
97.55
508.00
890.20
618.45
173.30
107.05
78.55
64.60
52.90
46.40
25
0.00
128.00
134.30
645.30
706.50
524.00
166.60
106.10
77.60
63.70
52.90
45.60
26
0.00
171.00
1293.85
486.05
730.30
498.45
164.40
104.20
76.65
63.70
52.90
44.80
27
0.00
137.45
1670.50
404.00
648.70
551.20
162.20
102.30
74.75
63.70
52.00
44.80
28
0.00
135.35
1631.55
438.00
679.30
486.05
161.10
101.35
74.75
62.80
52.00
44.80
29
0.00
158.90
1481.00
456.60
595.35
444.20
156.70
100.40
75.70
62.80
51.20
44.80
30
0.00
161.10
1026.70
346.60
472.10
405.50
160.00
99.45
75.70
61.90
45.60
31
185.95
886.60
503.20
192.85
74.75
61.90
47.20
----------
--------------
Total
0 00
4420 25 10525 20 16851 60 23229 30 17319 30
8340 85
3766 75
2629 80
2114 45
1677 30
1549 60 92424 40 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
0.00
142.59
350.84
543.60
749.33
577.31
269.06
125.56
84.83
68.21
57.84
49.99
252.53 CMS
Max
0.00
282.20
1670.50
1114.10
1188.20
848.80
638.50
175.60
97.55
74.75
65.50
61.90
1670.50 CMS
Min
0.00
41.60
97.55
222.75
470.55
365.40
156.70
99.45
74.75
61.90
51.20
44.80
0.00 CMS
Runoff
0.00
381.91
909.38
1455.98
2007.01
1496.39
720.65
325.45
227.22
182.69
144.92
133.89
7985.47 MCM
1684.85 CMS. at 187.57 m. (MSL.) at 03.00 Hours , on Jun 27 , 2011
Runoff Yield
24.82
165.604
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak