Basic HTML Version
800
WATER YEAR : 2013
PING RIVER BASIN
Nam Mae Kuang at Ban Mae Wan , Chiang Mai (P.79)
Lat 18 - 57 - 45 N Long 99 - 14 - 31 E
Location : on left bank at the bridge on road.
Ban
Mae Wan
Amphoe
Doi Saket
Changwat
Chiang Mai
136
sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
2001-Cont'd
Drainge Area
Instrument Used
Actual Measurement
2001-Cont'd
2013
35
0.9530
Continued Sediment Station
Remarks
R-Square
Number of observation
Using Rating Curve Water Year
QS = 6.6050 QW
1.09680
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1
5.40
3.10
6.20
7.00
14.30
22.00
20.90
22.00
9.40
3.10
2.90
2.80
2
5.40
3.10
5.40
6.20
12.10
15.40
57.10
22.00
9.40
3.80
2.80
2.90
3
5.40
3.80
6.20
5.40
16.50
13.20
39.20
19.80
9.40
3.80
2.90
3.00
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Suspended Sediment , in Tons per Day. Water Year 1 April 2013 to 31 March 2014
4
5.40
5.40
7.00
5.40
12.10
12.10
31.50
18.70
8.60
3.80
2.90
3.00
5
5.40
7.80
14.30
19.80
12.10
12.10
27.70
15.40
7.00
3.80
2.90
3.10
6
5.40
7.00
11.10
17.60
13.20
39.20
33.40
17.60
7.00
3.10
2.90
3.00
7
5.40
7.80
8.60
20.90
10.20
25.80
27.70
16.50
7.00
3.10
2.90
3.00
8
5.40
6.20
6.20
10.20
31.50
12.10
23.90
16.50
7.00
3.10
2.90
3.00
9
4.60
6.20
6.20
10.20
76.90
31.50
22.00
15.40
4.60
3.00
2.90
3.00
10
5.40
6.20
6.20
6.20
22.00
22.00
19.80
14.30
3.00
3.00
2.90
3.00
11
5.40
6.20
9.40
7.80
25.80
17.60
18.70
12.10
6.20
3.00
2.80
3.00
12
4.60
6.20
10.20
6.20
14.30
23.90
18.70
18.70
6.20
3.00
2.90
3.00
13
4.60
5.40
7.80
5.40
17.60
44.30
18.70
13.20
6.20
3.00
2.90
3.00
14
4.60
5.40
7.80
6.20
17.60
39.20
17.60
17.60
5.40
3.00
2.90
3.00
15
5.40
5.40
7.00
9.40
15.40
37.20
17.60
10.20
7.80
3.00
2.90
3.00
16
5.40
5.40
6.20
14.30
31.50
35.30
15.40
12.10
7.80
3.00
2.90
3.00
17
5.40
5.40
6.20
14.30
18.70
33.40
16.50
13.20
6.20
3.00
2.80
3.00
18
5.40
5.40
6.20
11.10
14.30
35.30
70.20
14.30
6.20
3.00
2.80
2.80
19
3.80
5.40
7.00
10.20
12.10
27.70
57.10
13.20
6.20
3.00
2.80
2.80
20
3 80
5 40
10 20
7 80
11 10
22 00
57 10
16 50
4 60
3 00
2 80
2 80
.
.
.
.
.
.
.
.
.
.
.
.
21
3.80
5.40
8.60
7.00
13.20
19.80
37.20
13.20
5.40
3.00
2.80
2.80
22
3.80
5.40
10.20
8.60
50.70
17.60
41.10
12.10
5.40
3.00
2.80
2.80
23
3.10
5.40
8.60
9.40
29.60
16.50
44.30
11.10
4.60
3.00
2.80
2.80
24
3.10
5.40
6.20
10.20
22.00
15.40
41.10
11.10
3.80
3.00
2.80
2.80
25
3.10
5.40
7.00
13.20
16.50
16.50
90.30
9.40
4.60
3.00
2.80
2.80
26
3.10
5.40
8.60
11.10
13.20
66.90
60.40
10.20
3.80
3.00
2.80
2.80
27
3.10
6.20
9.40
10.20
12.10
57.10
47.50
10.20
3.80
3.00
2.80
2.80
28
3 10
4 60
7 80
12 10
12 10
37 20
33 40
10 20
3 80
3 00
2 80
2 80
.
.
.
.
.
.
.
.
.
.
.
.
29
3.10
4.60
7.00
15.40
14.30
27.70
47.50
10.20
3.80
3.00
2.80
30
3.10
5.40
7.00
20.90
12.10
23.90
27.70
9.40
3.80
2.90
2.80
31
4.60
23.90
13.20
23.90
3.80
2.90
2.80
----------
--------------
Total
134.00 170.00 235.80 343.60 608.30 819.90 1105.20 426.40 181.80
96.40
79.80
90.00 4291.20
Ton
Mean
4.50
5.50
7.90
11.10
19.60
27.30
35.70
14.20
5.90
3.10
2.90
2.90
Max
5.40
7.80
14.30
23.90
76.90
66.90
90.30
22.00
9.40
3.80
2.90
3.10
90.30
Min
3.10
3.10
5.40
5.40
10.20
12.10
15.40
9.40
3.00
2.90
2.80
2.80
2.80
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------