Basic HTML Version
798
Location : on right bank at the bridge on highway.
Ban
Pang Sa
Amphoe
Tha Wang Pha
Changwat
Nan
WATER YEAR : 2014
Nan RIVER BASIN
Nam Yao at Ban Pang Sa , Nan (N.65)
Lat 19 - 13 - 47 N Long 100 - 45 - 27 E
621
sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
1997-Cont'd
Actual Measurement
1997-Cont'd
2007 - 2014
Drainge Area
Using Rating Curve Water Year
Instrument Used
229
0.7404
Continued Sediment Station
QS = 0.6226 QW
1.31500
Suspended Sediment , in Tons per Day. Water Year 1 April 2014 to 31 March 2015
Remarks
R-Square
Number of observation
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1
1.20
3.40
2.40
3.10
16.30
97.90
82.80
9.10
6.90
4.60
4.10
2.90
2
1.20
6.00
2.00
3.10
49.60 103.40
49.60
9.10
6.90
4.60
4.10
2.60
3
1.20
2.60
2.00
2.90
56.90
99.00
36.90
19.30
6.90
4.60
4.10
2.60
4
1.30
2.00
1.30
2.90 112.40
99.00
28.10
23.90
6.90
4.60
3.90
2.60
5
1.30
3.40
1.20
2.40
87.00 121.60
36.90
20.00
6.40
4.60
3.90
2.40
6
1 80
7 30
0 00
2 40
44 70 469 40
33 90
20 00
6 40
4 60
3 90
2 40
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7
1.80
9.10
2.00
12.90
36.90 141.60
26.60
25.20
6.40
4.60
3.60
2.20
8
1.50
8.70
2.00
49.60
29.50 100.10
25.20
14.90
6.40
4.60
3.60
2.20
9
1.50
6.40
1.80
18.50
26.60
81.70
23.10
12.90
6.40
6.40
3.60
2.20
10
1.80
3.60
1.80
15.60
29.50
74.40
21.50
11.50
6.00
10.90
3.60
2.00
11
1.50
2.90
3.10
9.10
25.20
44.70
21.50
11.50
6.00
7.70
3.60
2.00
12
0.00
2.20
2.40
9.10
17.10
40.00
20.00
10.90
6.00
7.30
3.60
2.00
13
2.00
1.50
2.00
9.10
18.50
36.90
20.00
10.20
6.00
6.00
3.60
2.00
14
1 30
1 00
2 40
46 30 146 50
32 40
15 60
9 60
6 00
5 20
3 60
1 80
.
.
.
.
.
.
.
.
.
.
.
.
15
1.30
1.00
9.60
12.90
41.60
32.40
14.20
9.10
6.00
4.90
3.60
1.80
16
1.30
0.80
6.90
10.90
29.50
29.50
14.20
9.10
5.60
4.90
3.60
1.80
17
1.20
0.00
6.40
9.10
29.50
29.50
13.50
8.70
5.60
4.90
3.40
1.80
18
1.20
0.00
6.00
13.50 389.50
32.40
12.90
8.70
5.60
4.90
3.40
1.80
19
1.00
4.60
4.90
44.70 146.50
61.80
14.20
8.70
5.60
4.90
3.40
1.80
20
1.00
3.60
4.40
28.10 100.10
33.90
12.90
8.70
5.20
4.60
3.40
1.50
21
1.20
2.90
4.10
22.30
89.20
46.30
11.50
8.20
5.20
4.60
3.40
1.50
22
1.00
2.00
0.60
16.30
54.50
9.60
11.50
8.20
5.20
4.60
3.10
1.50
23
1.00
1.30
7.70
14.90
36.90
33.90
12.90
8.20
4.90
4.40
3.10
1.80
24
0.80
1.30
19.30
19.30
26.60 322.10
14.20
8.20
4.90
4.40
3.10
2.60
25
0.80
1.80
10.90
15.60
23.90
38.40
13.50
7.70
4.90
4.40
3.10
3.10
26
2.60
1.80
7.30
15.60
44.70
90.20
12.90
7.30
4.90
4.40
3.10
3.10
27
1.30
1.50
4.90
47.90
40.00
66.80
12.20
6.90
4.90
4.40
2.90
3.10
28
1.80
1.20
4.40
47.90 112.40
56.90
10.20
6.90
4.90
4.40
2.90
2.90
29
1.50
1.20
3.60
25.20 286.70
47.90
10.20
6.90
4.90
4.10
2.90
30
1.50
1.50
3.40
17.10 221.10
74.40
10.20
6.90
4.90
4.10
2.40
31
2.40
15.60
35.40
9.60
4.90
4.10
2.00
----------
--------------
Total
39.90
89.00 130.80 563.90 2404.80 2548.10 652.50 336.50 177.70 157.30
98.30
69.30 7268.10
Ton
Mean
1.30
2.90
4.40
18.20
77.60
84.90
21.00
11.20
5.70
5.10
3.50
2.20
Max
2.60
9.10
19.30
49.60 389.50 469.40
82.80
25.20
6.90
10.90
4.10
3.10 469.40
Min
0.00
0.00
0.00
2.40
16.30
9.60
9.60
6.90
4.90
4.10
2.90
1.50
0.00
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