769
Location : on left bank at the bridge near land Cooperative Office.
Ban
Sahakorn Romklao
Amphoe
Phrao
Changwat
Chiang Mai
WATER YEAR : 2014
PING RIVER BASIN
Nam Mae Ngat at Ban Sahakorn Romklao , Chiang Mai (P.56A)
Lat 19 - 17 - 04 N Long 99 - 11 - 23 E
546
sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
1997-Cont'd
Actual Measurement
1997-Cont'd
2014
Drainge Area
Using Rating Curve Water Year
Instrument Used
32
0.8709
Continued Sediment Station
QS = 3.5254 QW
1.42090
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
4.60
3.10
4.20
41.50
21.70
89.80
12.80 100.40
8.40
2.20
1.10
1.10
2
4.60
4.00
4.00
37.50
34.90
85.60
14.60
59.40
4.60
2.20
1.10
1.10
3
4.60
4.00
3.30
17.40
44.40 1461.90
12.80
29.90
4.40
2.20
1.10
1.10
4
4.60
4.00
3.30
11.10
29.90 1248.50
12.80
38.80
3.70
2.50
1.10
1.10
5
4.40
5.50
3.10
6.90
66.50 473.30
11.90
75.60
3.70
3.10
1.10
1.10
6
4 20
31 10
2 50
7 90 339 30 642 60
11 10 174 50
2 80
3 00
1 10
1 10
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
7
4.00
13.70
3.00
7.40 177.50 421.40
10.30 151.10
1.90
3.00
1.10
1.10
8
3.70
9.40
17.40
26.30 158.50 174.50
9.40 120.40
1.30
3.30
1.10
1.00
9
3.70
9.40
14.60 141.40 104.80
47.70
8.40
64.70
1.30
27.50
1.10
0.80
10
3.50
9.40
16.50 171.50 158.50
36.20
7.40
29.90
1.30
41.50
1.10
1.00
11
3.10
9.40
16.50 186.70
61.20
31.10
6.40
23.90
1.60
31.10
1.20
1.10
12
2.80
9.40
19.50 134.30
31.10
27.50
6.90
20.60
2.00
8.90
1.70
1.10
13
2.80
7.90
32.40 180.60
23.90
28.70
16.50
19.50
1.90
6.40
1.70
1.10
14
2 70
6 40
27 50 582 60
32 40
25 10
14 60
18 40
1 30
4 60
1 70
1 10
.
.
.
.
.
.
.
.
.
.
.
.
15
1.90
3.30
37.50 215.00 148.70
38.80
12.80
16.50
1.30
4.60
1.60
1.00
16
1.30
4.40
19.50
59.40
91.90
32.40
11.10
14.60
1.30
4.40
1.30
0.80
17
1.30
4.60
46.00
26.30
62.90
34.90
10.30
14.60
1.30
4.20
1.30
0.80
18
1.30
4.60
22.80
21.70
59.40
31.10
9.40
12.80
1.50
3.70
1.30
0.80
19
1.00
4.00
12.80
59.40 389.10
33.60
9.40
12.80
3.00
2.80
1.10
0.80
20
0.80
3.10
9.40
33.60 1472.40
29.90
8.40
12.80
1.90
2.80
1.10
0.50
21
0.50
1.30
9.40
17.40 364.00
29.90
7.40
11.10
2.20
2.20
1.10
0.10
22
0.40
1.10
8.90
17.40 106.90
28.70
8.40
10.30
3.30
3.10
1.00
0.10
23
0.30
1.90
4.40
15.50
49.30
25.10 141.40
11.10
3.50
1.30
0.80
0.10
24
0.40
1.10
3.00
17.40
28.70
23.90 234.90
10.30
3.30
1.20
0.80
0.10
25
0.40
1.10
2.30
11.10
19.50
21.70 136.70
9.40
2.80
1.20
0.80
0.10
26
0.40
1.10
1.30
12.80
62.90
18.40
56.00
9.40
2.80
1.20
0.80
0.10
27
0.40
1.10
1.30 106.90
70.10
18.40
25.10
9.40
2.80
1.20
0.80
0.10
28
0.40
1.50
1.30 215.00
44.40
18.40
14.60
9.40
2.50
1.20
0.90
0.10
29
0.40
9.40
2.80
83.60
52.60
22.80
11.90
9.40
2.00
1.10
0.20
30
0.70
8.40
26.30
56.00 129.60
21.70 125.00
9.40
2.20
1.10
0.20
31
6.90
38.80 120.40
89.80
2.20
1.10
0.20
----------
--------------
Total
65.20 185.60 376.80 2560.40 4557.40 5223.60 1068.50 1110.40
80.10 179.90
32.00
21.00 15460.90
Ton
Mean
2.20
6.00
12.60
82.60 147.00 174.10
34.50
37.00
2.60
5.80
1.10
0.70
Max
4.60
31.10
46.00 582.60 1472.40 1461.90 234.90 174.50
8.40
41.50
1.70
1.10 1472.40
Min
0.30
1.10
1.30
6.90
19.50
18.40
6.40
9.40
1.30
1.10
0.80
0.10
0.10
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------