Basic HTML Version
789
WATER YEAR : 2013
PING RIVER BASIN
Nam Mae Taeng at Ban Mae Taeng , Chiang Mai (P.4A)
Lat 19 - 07 - 15 N Long 98 - 56 - 53 E
Location : on right bank at the bridge of Chiang Mai from Fang Highway.
Ban
Mae Taeng
Amphoe
Mae Taeng
Changwat
Chiang Mai
1,930
sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
1992-Cont'd
Drainge Area
Instrument Used
Actual Measurement
1992-Cont'd
2013
36
0.8997
Continued Sediment Station
R-Square
Number of observation
Using Rating Curve Water Year
Remarks
QS = 1.6402 QW
1.71350
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
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-----------------
1
0.80
0.70
5.20
0.10
0.70 377.40 368.80 377.40
28.50
2.20
0.30
0.30
2
1.10
0.70
4.80
0.10
0.80 517.00 377.40 352.00
25.40
2.00
0.30
0.30
3
1.10
0.70
2.10
0.10
1.00 338.50 432.80 338.50
22.80
1.30
0.30
0.30
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Suspended Sediment , in Tons per Day. Water Year 1 April 2013 to 31 March 2014
4
1.10
0.70
0.20
0.10
0.80
24.10 371.70 132.90
24.10
0.80
0.30
0.30
5
1.10
0.70
0.20
0.10
0.40
21.60 414.90 115.90
20.40
0.60
0.30
0.30
6
0.90
0.70
0.20
0.10
0.50
25.40 592.60
96.00
20.40
0.60
0.30
0.30
7
0.60
0.80
0.10
0.10
0.40
57.90 385.80
81.20
20.40
0.60
0.30
0.30
8
0.60
0.70
0.10
0.10
0.40 1768.00
84.80
81.20
20.40
0.60
0.30
0.30
9
0.60
0.60
0.10
0.20
24.10 1419.40
41.80
81.20
20.40
0.60
0.20
0.30
10
0.60
0.60
0.10
0.10 729.40 980.70
26.70
81.20
20.40
0.60
0.20
0.30
11
0.60
0.60
0.10
0.10 2658.50 901.50
12.70
77.70
20.40
0.60
0.30
0.30
12
0.60
0.60
0.10
0.40 2299.60 743.40
5.80
77.70
21.60
0.60
0.20
0.30
13
0.60
0.60
0.10
0.40 1317.70 637.70
3.90
84.80
26.70
0.60
0.20
0.30
14
0.60
0.60
0.10
0.20 997.30 538.20
3.90
81.20
30.30
0.60
0.30
0.30
15
0.60
0.70
0.10
0.20 785.10 743.40
3.90
68.10
24.10
0.60
0.30
0.30
16
0.60
0.70
0.10
0.20 385.80 1503.10
4.20
32.10
19.20
0.60
0.30
0.30
17
0.50
0.70
0.10
0.20
46.00 1169.20
2.80
30.30
11.70
0.60
0.30
0.30
18
0.50
0.70
0.10
0.10
46.00 675.50 335.60
37.80
4.20
0.60
0.30
0.30
19
0.70
0.70
0.10
0.10
43.90 445.80 3653.10 406.20
2.20
0.60
0.30
0.30
20
0 70
0 60
0 10
0 10
39 80 380 10 1768 00 380 10
2 20
0 60
0 30
0 30
.
.
.
.
.
.
.
.
.
.
.
.
21
0.70
0.90
0.10
0.20
35.80 341.10 1398.80
99.80
2.20
0.60
0.30
0.30
22
0.80
3.50
0.00
0.20
74.20 335.60 1461.00
46.00
2.20
0.60
0.30
0.30
23
0.80
2.40
0.00
0.20 455.70
57.90 1259.50
46.00
2.20
0.60
0.30
0.20
24
0.80
2.40
0.00
0.20 485.90
13.70 916.40
41.80
2.20
0.60
0.30
0.20
25
0.80
2.40
0.00
0.50 485.90 150.90 729.40
35.80
2.20
0.60
0.30
0.20
26
0.80
2.90
0.10
0.40 475.80 128.60 430.00
33.90
2.20
0.60
0.30
0.20
27
0.80
5.60
0.00
0.40 397.30
81.20 394.60
39.80
2.20
0.60
0.30
0.20
28
0 80
5 60
0 00
0 40
88 50 997 30 414 90
39 80
2 20
0 60
0 30
0 20
.
.
.
.
.
.
.
.
.
.
.
.
29
0.70
5.60
0.10
0.50
41.80 886.80 886.80
28.50
2.20
0.60
0.20
30
0.70
5.60
0.10
0.60
26.70 455.70 445.80
33.90
2.20
0.50
0.20
31
5.20
0.60
33.90
414.90
2.20
0.30
0.20
----------
--------------
Total
22.20
55.50
14.50
7.30 11979.70 16716.70 17643.30 3458.80 410.00
22.10
8.00
8.40 50346.50
Ton
Mean
0.70
1.80
0.50
0.20 386.40 557.20 569.10 115.30
13.20
0.70
0.30
0.30
Max
1.10
5.60
5.20
0.60 2658.50 1768.00 3653.10 406.20
30.30
2.20
0.30
0.30 3653.10
Min
0.50
0.60
0.00
0.10
0.40
13.70
2.80
28.50
2.20
0.30
0.20
0.20
0.00
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