Basic HTML Version
774
Location : on left bank at the bridge on road.
Ban
Sop Mae Sapuad
Amphoe
Mae Tha
Changwat
Lamphun
WATER YEAR : 2014
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
2014
Drainge Area
Using Rating Curve Water Year
Instrument Used
28
0.7246
Continued Sediment Station
QS = 1.4773 QW
1.42020
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
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-----------------
1
0.10
0.10
6.70
0.10
26.30
68.40
3.70
3.10
1.30
0.30
0.80
0.00
2
0.10
0.10
13.20
0.10
5.70
68.40
3.70
2.90
1.30
0.30
0.70
0.00
3
0.10
0.10
2.60
0.10
4.00 526.60
3.10
2.40
1.30
0.30
0.50
0.00
4
0.10
0.10
0.70
0.10
4.20 332.90
3.10
2.90
1.10
0.30
0.40
0.00
5
0.10
0.70
0.10
0.10
4.80 218.60
3.40
3.70
1.10
0.30
0.40
0.00
6
0 10 120 70
0 10
0 10
10 20
77 00
26 30
4 80
0 80
0 30
0 40
0 00
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7
0.10
70.10
1.50
0.10
15.30
48.30
7.50
25.30
0.50
0.30
0.40
0.00
8
0.10
4.20
0.50
0.10
65.00
35.30
4.00
11.30
0.30
0.30
0.30
0.00
9
0.10
2.10
0.30
0.10
80.50
26.30
4.00
8.10
0.30
0.50
0.40
0.00
10
0.10
1.10
0.80
5.40
21.50
16.70
3.70
7.00
0.30
11.30
0.40
0.00
11
0.10
0.70
2.90
2.40
8.60
13.20
2.90
6.40
0.30
5.70
0.40
0.00
12
0.10
0.50
0.80
19.70
5.10
10.80
2.90
5.10
0.30
4.00
0.00
0.00
13
0.10
0.40
0.10
4.50
4.00
8.10
3.40
4.20
0.30
3.10
0.00
0.00
14
0 10
0 20
0 10
4 20
3 70
6 10
3 10
3 70
0 30
2 60
0 00
0 00
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.
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15
0.10
0.10
0.10
4.20
4.50
5.10
3.10
3.10
0.30
2.10
0.00
0.00
16
0.10
0.10
1.90
40.40
4.80
5.70
2.40
3.40
0.30
2.10
0.00
0.00
17
0.10
0.10
1.30
13.20
4.00
17.50
2.10
3.10
0.30
2.10
0.00
0.00
18
0.10
0.10
0.50
4.00
3.70
8.10
2.10
3.10
0.30
1.90
0.00
0.00
19
0.10
0.70
0.20
2.60
3.40
6.10
2.10
3.10
0.30
1.10
0.00
0.00
20
0.10
0.10
0.10
2.10
1.90
4.20
2.10
3.10
0.30
1.70
0.00
0.00
21
0.10
0.10
0.20
1.90
32.90
4.00
2.10
2.90
0.30
1.50
0.00
0.00
22
0.10
0.10
0.20
1.70
12.50
4.00
2.60
2.60
0.30
1.30
0.00
0.00
23
0.10
0.10
0.10
2.10
20.60
4.00
4.20
2.60
0.30
1.70
0.00
0.00
24
0.10
0.10
0.10
2.10
4.00
4.00
5.40
2.40
0.30
1.30
0.00
0.00
25
0.10
0.10
0.10
2.60
4.00
4.50
5.40
2.10
0.30
1.10
0.00
0.00
26
0.10
0.10
0.10
2.60
18.20
15.30
4.20
1.90
0.30
1.00
0.00
0.00
27
0.10
0.10
0.10
3.40
7.00
12.50
3.70
1.70
0.30
1.00
0.00
0.00
28
0.10
0.10
0.10
19.70
11.30
6.10
3.40
1.70
0.30
0.80
0.00
0.00
29
0.10
0.10
0.10
7.50
55.20
4.50
3.10
1.50
0.30
0.80
0.00
30
0.10
0.10
0.10
4.00
25.30
4.20
3.10
1.10
0.30
1.00
0.00
31
5.10
3.70 127.70
3.40
0.30
0.80
0.00
----------
--------------
Total
3.00 208.40
35.70 154.90 599.90 1566.50 129.30 130.30
14.60
52.90
5.10
0.00 2900.60
Ton
Mean
0.10
6.70
1.20
5.00
19.40
52.20
4.20
4.30
0.50
1.70
0.20
0.00
Max
0.10 120.70
13.20
40.40 127.70 526.60
26.30
25.30
1.30
11.30
0.80
0.00 526.60
Min
0.10
0.10
0.10
0.10
1.90
4.00
2.10
1.10
0.30
0.30
0.00
0.00
0.00
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