Basic HTML Version
765
Location : on right bank at the bridge of Chiang Mai from Fang Highway.
Ban
Mae Taeng
Amphoe
Mae Taeng
Changwat
Chiang Mai
WATER YEAR : 2014
PING RIVER BASIN
Nam Mae Taeng at Ban Mae Taeng , Chiang Mai (P.4A)
Lat 19 - 07 - 15 N Long 98 - 56 - 53 E
1,930
sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
1992-Cont'd
Actual Measurement
1992-Cont'd
2014
Drainge Area
Using Rating Curve Water Year
Instrument Used
32
0.8553
Continued Sediment Station
QS = 1.6281 QW
1.90600
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
0.90
0.90
1.10
6.40
9.70 412.70 240.60
27.70
1.30
0.10
0.00
0.00
2
0.90
0.90
1.10
3.40
9.70 1550.00
69.00
27.70
1.10
0.10
0.00
0.00
3
0.90
0.90
1.30
3.40
12.60 2750.60
40.20
31.60
0.80
0.10
0.00
0.00
4
0.90
0.90
1.50
3.10
57.70 4024.30
29.60
60.40
0.50
0.10
0.00
0.00
5
0.90
0.90
1.50
2.50
11.60 1957.40
17.20
44.90
0.50
0.00
0.00
0.00
6
0 90
44 90
1 50
2 50
24 00 889 20
9 70
52 40
0 50
0 00
0 00
0 00
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.
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7
0.90
44.90
1.50
2.50 225.20 607.30
8.80
75.60
0.40
0.00
0.00
0.00
8
0.90
44.90
1.50
2.50
3.10 293.10
7.10
66.10
0.40
0.00
0.00
0.00
9
0.90
17.20
3.10
2.20
3.40 138.00
5.00
49.80
0.40
0.00
0.00
0.00
10
0.90
1.10
49.80
2.80
5.60
60.40
4.40
11.60
0.30
0.00
0.00
0.00
11
0.90
1.10 381.00
2.80
42.50
33.70
3.10
42.50
0.20
0.00
0.00
0.00
12
0.90
1.10 340.60
38.00
69.00
33.70
2.00
14.90
0.20
0.00
0.00
0.00
13
0.90
1.10 143.60 889.20
35.80
14.90
0.80
0.80
0.20
0.00
0.00
0.00
14
0 90
1 10 143 60
44 90
21 20
21 20
0 40
2 50
0 10
0 00
0 00
0 00
.
.
.
.
.
.
.
.
.
.
.
.
15
0.90
1.10
75.60
86.90
75.60
19.80
0.30
3.80
0.10
0.00
0.00
0.00
16
0.90
1.00
86.90
31.60
72.00 360.50
0.30
2.20
0.10
0.00
0.00
0.00
17
0.90
1.00
52.40
7.10
52.40 412.70
0.20
0.90
0.10
0.00
0.00
0.00
18
0.90
1.00
79.30
3.40
16.00
72.00
0.20
14.90
0.10
0.00
0.00
0.00
19
0.90
1.00
69.00
11.60
31.60
72.00
0.20
16.00
0.10
0.00
0.00
0.00
20
0.90
1.00
72.00
8.00 132.60
72.00
0.20
13.70
0.10
0.00
0.00
0.00
21
0.90
1.00
72.00
5.60 1128.10
63.20
0.20
7.10
0.10
0.00
0.00
0.00
22
0.90
1.10
47.30
5.00 498.50
25.80
0.20
7.10
0.10
0.00
0.00
0.00
23
0.90
1.10
8.80
6.40 1004.30
10.60
0.30
5.00
0.10
0.00
0.00
0.00
24
0.90
1.10
8.00
6.40 665.50
25.80
7.10
4.40
0.10
0.00
0.00
0.00
25
0.90
1.10
7.10
6.40 798.40
38.00
17.20
3.40
0.10
0.00
0.00
0.00
26
0.90
1.10
6.40
5.00 1004.30
5.60
17.20
2.80
0.10
0.00
0.00
0.00
27
0.90
1.10
7.10
47.30 423.60
7.10
5.60
2.50
0.10
0.00
0.00
0.00
28
0.90
1.10
7.10 3915.60 621.40
7.10
0.30
3.10
0.10
0.00
0.00
0.00
29
0.90
1.30
6.40 537.80 712.30
17.20
0.80
3.80
0.10
0.00
0.00
30
0.90
1.50
5.00
25.80 412.70 579.10
29.60
3.10
0.00
0.00
0.00
31
1.50
10.60 511.70
27.70
0.00
0.00
0.00
----------
--------------
Total
27.00 181.00 1683.10 5726.70 8692.10 14575.00 545.50 602.30
8.40
0.40
0.00
0.00 32041.50
Ton
Mean
0.90
5.80
56.10 184.70 280.40 485.80
17.60
20.10
0.30
0.00
0.00
0.00
Max
0.90
44.90 381.00 3915.60 1128.10 4024.30 240.60
75.60
1.30
0.10
0.00
0.00 4024.30
Min
0.90
0.90
1.10
2.20
3.10
5.60
0.20
0.80
0.00
0.00
0.00
0.00
0.00
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