Basic HTML Version
789
Location : on left bank at KM. 95+700 on Kanchanaburi - Thong Pha Phum Highway.
Ban
Nong Bang
Amphoe
Thong Pha Phum
Changwat
Kanchanaburi
WATER YEAR : 2012
MAE KLONG RIVER BASIN
Huai Lin Thin at Ban Nong Bang , Kanchanaburi (K.38A)
Lat 14 - 34 - 28 N Long 98 - 49 - 07 E
122
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
31
0.9130
Continued Sediment Station
QS = 0.9720 QW
2.38700
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
0.00
0.10
0.20
2.30
46.80
6.10
46.80
3.70
1.50
0.60
1.80
0.20
2
0.00
0.10
0.10
1.50
27.10
6.10
39.50
3.70
1.50
0.60
1.30
0.20
3
0.00
0.10
0.20
1.30
30.90
14.50
30.90
3.70
1.50
0.60
1.30
0.20
4
0.20
0.10
0.40
4.60
22.10
20.70
27.10
3.70
1.80
0.60
0.80
0.20
5
0.20
0.10
0.40
3.70
22.10
14.50
27.10
3.40
1.50
0.60
0.80
0.20
6
0 20
0 10
0 40
4 60
16 80
30 90
27 10
3 00
1 50
0 60
0 60
0 20
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
7
0.10
1.50
0.30
3.40
11.40 123.10
27.10
3.00
1.50
0.60
0.60
0.20
8
0.00
0.80
1.80
4.60
9.90 105.00
37.30
3.00
1.30
0.60
0.50
0.20
9
0.00
0.40
1.10
3.00
10.60
70.80
96.70
3.00
1.30
0.60
0.40
0.20
10
1.30
0.20
0.80
3.00
9.90
44.20
41.70
3.00
1.10
0.50
0.40
0.20
11
0.40
0.20
0.60
3.70
9.90
64.30
30.90
2.60
1.10
0.50
0.30
0.20
12
0.40
0.10
0.50
5.60
11.40
70.80
27.10
6.70
1.10
0.50
0.30
0.20
13
0.40
0.10
0.40
4.60
15.60
58.10
19.30
3.70
1.10
0.50
0.30
0.10
14
0 40
0 10
0 40
3 70
13 40
85 10
15 60
2 60
1 00
0 50
0 20
0 10
.
.
.
.
.
.
.
.
.
.
.
.
15
0.40
0.10
0.40
3.40
11.40
88.80
13.40
2.60
1.00
0.50
0.20
0.10
16
0.40
0.00
0.80
2.00
11.40 143.30
11.40
2.30
0.80
0.50
0.20
0.70
17
0.20
0.00
16.80
1.80
9.90 133.00
10.60
2.30
0.80
0.50
0.20
0.10
18
0.20
0.00
11.40
5.60
8.50
64.30
9.20
2.00
0.80
0.40
0.20
0.10
19
0.20
0.10
6.10
14.50
8.50
46.80
8.50
2.00
0.80
0.40
0.20
0.10
20
0.20
0.10
5.60
8.50
7.20
41.70
7.90
2.00
0.80
0.40
0.20
0.10
21
0.10
0.10
5.10
6.10
6.10
46.80
7.20
2.00
0.80
0.40
0.20
0.10
22
0.10
0.10
4.20
5.10
5.10
39.50
7.20
2.00
0.80
0.40
0.20
0.10
23
0.10
1.50
1.50
4.60
5.10
33.00
6.70
2.00
0.80
0.40
0.20
0.10
24
0.10
0.80
1.10
3.00
4.60
27.10
6.10
2.00
0.80
0.40
0.20
0.10
25
0.10
0.40
1.00
8.50
5.10
27.10
7.20
2.00
0.80
0.40
0.20
0.10
26
0.10
0.40
1.00
8.50
7.90
58.10
5.10
2.00
0.80
0.40
0.20
0.10
27
0.10
0.40
1.30
23.50
5.10
27.10
5.10
2.00
0.70
0.40
0.20
0.10
28
0.10
0.50
1.50
70.80
5.10
44.20
4.60
1.80
0.70
1.50
0.80
0.00
29
0.10
0.40
2.00
41.70
6.70 109.30
4.60
1.80
0.70
0.60
0.00
30
0.10
0.40
1.50
77.80
6.10
70.80
3.70
1.80
0.60
0.50
0.00
31
0.20
46.80
5.60
3.70
0.60
0.50
0.00
----------
--------------
Total
6.20
9.50
68.90 381.80 377.30 1715.10 616.40
81.40
31.90
16.50
13.00
4.50 3322.50
Ton
Mean
0.20
0.30
2.30
12.30
12.20
57.20
19.90
2.70
1.00
0.50
0.50
0.10
Max
1.30
1.50
16.80
77.80
46.80 143.30
96.70
6.70
1.80
1.50
1.80
0.70 143.30
Min
0.00
0.00
0.10
1.30
4.60
6.10
3.70
1.80
0.60
0.40
0.20
0.00
0.00
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------