Basic HTML Version
742
Location : on right bank at the bridge of Chiang Mai from Fang Highway.
Ban
Mae Taeng
Amphoe
Mae Taeng
Changwat
Chiang Mai
WATER YEAR : 2012
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
2012
Drainge Area
Using Rating Curve Water Year
Instrument Used
35
0.9075
Continued Sediment Station
QS = 1.3353 QW
1.78240
R-Square
Number of observation
Suspended Sediment , in Tons per Day. Water Year 1 April 2012 to 31 March 2013
Remarks
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1
0.60 101.70 581.90
1.00
0.80
95.90 120.40 101.70
2.70
0.00
0.00
0.00
2
0.50 101.70 456.50
1.10
0.70 940.40 203.30
37.50
0.70
0.00
0.00
0.00
3
0.50
95.90 280.80
1.10
0.70 120.40 292.90
73.80
7.30
0.00
0.00
0.00
4
0.50
95.90 213.80
1.30
0.70 1153.10
95.90
49.80
0.70
0.00
0.00
0.00
5
0.50 107.80 183.50
1.20
0.70 329.80
90.20
26.70
0.60
0.00
0.00
0.00
6
0 50 213 80 120 40
0 90
0 70 473 60
54 40
21 90
0 50
0 00
0 00
0 00
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.
.
.
.
.
.
.
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.
.
.
7
0.40 991.80 128.80
0.90
0.70 1098.20
63.80
15.00
0.40
0.00
0.00
0.00
8
0.30 473.60 246.20
1.10
0.70 1914.00
73.80
13.80
0.20
0.00
0.00
0.00
9
0.30 456.50 344.70
1.10
0.70 3630.80
68.70
10.30
0.20
0.00
0.00
0.00
10
0.10 473.60 439.70
1.10
0.70 2299.70
41.40
10.30
0.20
0.00
0.00
0.00
11
0.10 292.90 235.30
2.10
1.00 3777.60
8.30
10.30
0.10
0.00
0.00
0.00
12
0.10 155.00 235.30
41.40
59.00 12701.60
0.90
8.30
0.10
0.00
0.00
0.00
13
0.10 107.80 203.30
17.70
4.80 3275.10
1.80
10.30
0.10
0.00
0.00
0.00
14
0 10
95 90 145 90
10 30
0 70 2662 30
26 70 155 00
0 10
0 00
0 00
0 00
.
.
.
.
.
.
.
.
.
.
.
.
15
0.10
90.20
73.80
10.30
0.60 5493.60
21.90 193.30
0.10
0.00
0.00
0.00
16
0.10
90.20
4.80
10.30
0.60 1565.10
13.80
79.00
0.10
0.00
0.00
0.00
17
0.10
84.50
1.00
0.90
0.60 1098.20
2.00
13.80
0.10
0.00
0.00
0.00
18
0.10 107.80
1.00
1.00
0.70 563.10
0.70
12.60
0.00
0.00
0.00
0.00
19
0.10 155.00
1.00
0.90
0.70 359.80
12.60
5.50
0.00
0.00
0.00
0.00
20
0.10 114.10
1.00
0.90
0.70 544.70
11.40
13.80
0.00
0.00
0.00
0.00
21
0.10 114.10
1.00
1.00
0.70 456.50
3.30
16.30
0.00
0.00
0.00
0.00
22
0.10 120.40
1.00
0.90
1.30 456.50
1.00
7.30
0.00
0.00
0.00
0.00
23
0.10 101.70
1.00
0.90 224.50 329.80
0.90
4.80
0.00
0.00
0.00
0.00
24
0.10
95.90
1.00
1.00
95.90 359.80
0.90
4.00
0.00
0.00
0.00
0.00
25
0.10 120.40
1.00
1.50 508.60 257.60
0.20
4.00
0.00
0.00
0.00
0.00
26
0.00 329.80
1.00
9.20 246.20 280.80
0.60
3.30
0.00
0.00
0.00
0.00
27
0.00 120.40
1.00
9.20 359.80 183.50
0.60
3.30
0.00
0.00
0.00
0.10
28
0.00 145.90
1.00
10.30 581.90 257.60
0.50
3.30
0.00
0.00
0.00
0.40
29
0.00 101.70
0.80
7.30 304.90
90.20
0.30
3.30
0.00
0.00
0.40
30
0.00 292.90
0.80
2.00 890.20
90.20
0.30
4.00
0.00
0.00
0.40
31
526.50
1.00 292.90
0.90
0.00
0.00
0.40
----------
--------------
Total
5.70 6475.40 3908.30 150.90 3583.40 46859.50 1214.40 916.30
14.20
0.00
0.00
1.70 63129.80
Ton
Mean
0.20 208.90 130.30
4.90 115.60 1562.00
39.20
30.50
0.50
0.00
0.00
0.10
Max
0.60 991.80 581.90
41.40 890.20 12701.60 292.90 193.30
7.30
0.00
0.00
0.40 12701.60
Min
0.00
84.50
0.80
0.90
0.60
90.20
0.20
3.30
0.00
0.00
0.00
0.00
0.00
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