Basic HTML Version
748
Location : on left bank at the bridge on road.
Ban
Sop Mae Sapuad
Amphoe
Mae Tha
Changwat
Lamphun
WATER YEAR : 2012
PING RIVER BASIN
Nam Mae Tha at Ban Sop Mae Sapuad , Lamphun (P.77)
Lat 18 - 25 - 57 N Long 99 - 05 - 02 E
550
sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
2001-Cont'd
Actual Measurement
2001-Cont'd
2012
Drainge Area
Using Rating Curve Water Year
Instrument Used
39
0.8820
Continued Sediment Station
QS = 1.5083 QW
1.69140
Suspended Sediment , in Tons per Day. Water Year 1 April 2012 to 31 March 2013
Remarks
R-Square
Number of observation
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1
0.60
2.70
0.10
0.10
0.00
8.60
4.90
2.10
3.30
0.40
0.50
0.10
2
0.70
2.70
0.10
0.10
0.00
0.80
6.60
3.30
5.70
0.30
0.50
0.10
3
0.50
2.70
0.10
0.10
0.00 936.40
17.10
4.10
62.00
0.30
0.50
0.10
4
0.50
2.70
0.10
0.00
0.00 206.90 107.40
4.90
13.20
0.30
0.50
0.10
5
0.50
2.70
0.10
0.10
0.00
97.40
43.00
5.70
7.60
0.30
0.50
0.10
6
0 50
4 90
0 10
0 10
0 00
38 10 309 90
5 70
1 30
0 30
0 50
0 10
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
7
0.50
74.10
0.10
0.30
0.00
87.70 261.00
5.70
2.70
0.30
0.40
0.20
8
0.50
22.90
0.10
0.10
0.00 975.60
68.00
4.90
1.50
0.30
0.40
0.20
9
0.90
59.10
9.70
0.50
0.00 572.70
43.00
4.90
1.40
0.30
0.30
0.30
10
29.10
19.90
0.10
0.50
2.70 145.50
24.90
3.30
1.30
0.30
0.30
0.30
11
15.70
1.30
0.10
0.10
10.80
83.10
15.70
2.10
1.00
0.20
0.30
0.30
12
10.80
0.80
0.10
0.10
8.60
50.80
12.00
2.10
0.90
0.20
0.20
0.30
13
8.60
0.50
0.00
0.00
0.10
27.00
29.10
3.30
1.10
0.30
0.20
0.30
14
7 60
0 30
0 00
0 00
0 10 206 90
18 50
2 10
0 80
0 30
0 20
0 30
.
.
.
.
.
.
.
.
.
.
.
.
15
5.70
0.30
0.00
0.10
0.00 206.90
13.20
1.50
0.90
0.30
0.20
0.30
16
5.70
0.20
0.00
0.10
0.00 397.60
4.90
1.40
0.70
0.30
0.20
0.30
17
4.90
0.30
0.00
0.10
0.00 117.80
7.60
1.30
0.60
0.30
0.20
0.30
18
4.90
0.20
0.00
0.00
0.00
48.20
6.60
1.30
0.50
0.20
0.20
0.20
19
4.10
0.20
0.00
0.00
0.00
27.00
7.60
1.10
0.50
0.20
0.20
0.20
20
3.30
0.20
0.00
0.10
0.00
22.90
5.70
1.10
0.50
0.20
0.20
0.20
21
4.10
0.20
0.00
0.20
43.00
65.00
4.10
1.10
0.60
0.20
0.20
0.30
22
3.30
0.20
0.00
0.10
10.80
43.00
3.30
1.30
0.60
0.20
0.20
0.30
23
3.30
0.20
0.00
0.10
2.70
24.90
4.10
1.00
0.50
0.20
0.20
0.30
24
3.30
0.20
0.00
0.10
1.10
13.20
4.10
0.80
0.50
0.20
0.20
0.20
25
3.30
0.20
0.00
0.30
0.30
5.70
5.70
0.70
0.50
0.10
0.10
0.20
26
2.70
0.20
0.00
0.80
0.30
4.90
3.30
1.10
0.50
0.10
0.10
0.20
27
2.70
0.20
0.00
0.30
19.90
8.60
5.70
1.00
0.50
0.10
0.10
0.20
28
2.70
0.30
0.00
0.10
38.10
7.60
7.60
27.00
0.40
0.20
0.10
0.20
29
2.70
0.30
0.00
0.10
7.60
7.60
3.30
15.70
0.30
0.20
0.20
30
2.70
0.20
0.10
0.10
1.50
7.60
2.10
6.60
0.40
0.30
0.20
31
0.20
0.00
2.10
1.50
0.40
0.40
0.20
----------
--------------
Total
136.40 201.10
10.90
4.70 149.70 4446.00 1051.50 118.20 112.70
7.80
7.70
6.80 6253.50
Ton
Mean
4.50
6.50
0.40
0.20
4.80 148.20
33.90
3.90
3.60
0.30
0.30
0.20
Max
29.10
74.10
9.70
0.80
43.00 975.60 309.90
27.00
62.00
0.40
0.50
0.30 975.60
Min
0.50
0.20
0.00
0.00
0.00
0.80
1.50
0.70
0.30
0.10
0.10
0.10
0.00
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------