Basic HTML Version
790
WATER YEAR : 2013
PING RIVER BASIN
Nam Mae Kuang at Tha Nang Bridge , Lamphun (P.5)
Lat 18 - 34 - 32 N Long 99 - 00 - 44 E
Location : on right bank at the bridge of Chiang Mai from Fang Highway.
Ban
Tha Nang
Amphoe
Mueang
Changwat
Lamphun
1,569
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
24
0.8627
Continued Sediment Station
Remarks
R-Square
Number of observation
Using Rating Curve Water Year
QS = 1.2880 QW
1.23980
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1
0.10
0.20
0.30
0.50
98.90
27.20 101.90
18.80
19.80
2.10
16.00
0.70
2
0.20
0.20
0.50
0.50
66.40
32.60
90.10
32.60
16.90
10.40
12.60
0.60
3
0.20
0.20
0.10
0.20
51.50
27.20 168.30
29.00
14.10
9.70
13.40
0.70
Suspended Sediment , in Tons per Day. Water Year 1 April 2013 to 31 March 2014
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
4
0.20
1.10
0.20
0.20
40.00
21.80 184.50
25.50
14.10
9.00
11.10
0.30
5
0.20
5.70
0.80
0.10
30.80
22.80 130.20
25.50
13.40
1.40
11.90
0.20
6
0.20
9.70
1.20
0.80
16.90
56.40
92.80
22.80
12.60
6.10
14.10
0.50
7
0.10
12.60
2.50
22.80
16.90
87.40
66.40
21.80
13.40
12.60
14.10
0.60
8
0.10
11.90
0.80
19.80
25.50 156.40
51.50
10.40
11.90
10.40
15.00
0.30
9
0.10
5.70
0.60
15.00
41.90 230.20
38.20
18.80
4.50
9.70
13.40
0.30
10
0.10
4.50
1.10
23.80
46.70 315.50
30.80
16.90
1.00
5.70
14.10
0.20
11
0.10
4.50
19.80
19.80
44.30 217.60
27.20
16.90
0.90
2.00
12.60
0.20
12
0.10
1.40
13.40
17.90 184.50 149.80
23.80
19.80
1.10
1.30
13.40
0.20
13
0.20
1.10
2.30
17.90 378.70 403.60
23.80
17.90
2.70
1.00
13.40
0.20
14
0.20
1.10
1.00
13.40 284.30 538.00
32.60
15.00
1.60
0.50
14.10
0.50
15
0.70
2.10
0.50
13.40 146.50 360.20
16.90
17.90
6.10
0.40
14.10
0.30
16
1.10
1.80
1.10
13.40
79.40 248.70
15.00
7.60
12.60
0.30
12.60
0.20
17
0.80
1.60
0.40
16.00
51.50 184.50
18.80
14.10
9.70
0.40
12.60
0.20
18
1.10
0.60
0.20
17.90
46.70 226.00
51.50
18.80
5.70
0.40
10.40
0.30
19
1.10
0.50
0.10
18.80
32.60 111.20 488.20 123.80
3.40
0.60
3.00
0.40
20
0 70
0 10
0 10
9 70
25 50
71 50 545 20 474 10
1 10
2 90
1 30
0 50
.
.
.
.
.
.
.
.
.
.
.
.
21
0.50
0.10
0.10
16.90
27.20
46.70 428.80 289.40
0.60
2.50
0.90
0.60
22
0.60
0.10
0.10
16.90 133.50
38.20 516.50 130.20
0.80
2.00
0.60
0.50
23
1.10
0.10
0.00
17.90 238.70
49.00 416.20
61.30
0.80
2.50
0.50
0.90
24
0.70
0.20
0.10
51.50 156.40
22.80 200.90
36.30
0.80
3.80
0.50
0.70
25
1.20
0.20
0.20
87.40
79.40
19.80 136.70
27.20
0.80
6.10
0.40
1.10
26
1.00
0.10
0.20
66.40
44.30
30.80
98.90
18.80
1.00
10.40
0.30
1.20
27
0.50
0.00
0.20
53.90
29.00 130.20
61.30
18.80
0.90
10.40
0.50
1.10
28
0 40
0 10
0 20
38 20
25 50 372 50
49 00
15 00
1 00
12 60
1 10
1 60
.
.
.
.
.
.
.
.
.
.
.
.
29
0.30
0.30
0.30
34.40
18.80 289.40
46.70
17.90
10.40
12.60
0.90
30
0.20
0.40
0.40
20.80
18.80 164.30
46.70
20.80
9.00
14.10
1.10
31
0.20
111.20
21.80
41.90
4.20
16.00
0.80
----------
--------------
Total
14.10
68.40
48.80 757.40 2502.90 4652.30 4241.30 1583.70 196.90 179.90 248.00
17.90 14511.60
Ton
Mean
0.50
2.20
1.60
24.40
80.70 155.10 136.80
52.80
6.40
5.80
8.90
0.60
Max
1.20
12.60
19.80 111.20 378.70 538.00 545.20 474.10
19.80
16.00
16.00
1.60 545.20
Min
0.10
0.00
0.00
0.10
16.90
19.80
15.00
7.60
0.60
0.30
0.30
0.20
0.00
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