816
Location : on right bank about 2 kilometers downstream from station K.22A
Ban
Nam Chon
Amphoe
Sai Yok
Changwat
Kanchanaburi
WATER YEAR : 2014
MAE KLONG RIVER BASIN
Huai Mae Nam Noi at Ban Nam Chon , Kanchanaburi (K.31)
Lat 14 - 26 - 04 N Long 98 - 49 - 20 E
799
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
19
0.8140
Continued Sediment Station
QS = 0.1500 QW
1.96200
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
0.60
0.60
0.80
3.30
61.70
64.30
61.70
14.60
6.40
1.10
1.90
0.40
2
0.60
0.60
1.90
3.00 131.40
47.40 202.50
14.60
6.10
1.10
1.00
0.40
3
0.60
0.50
1.10
3.30
86.60 131.40
89.60
13.70
6.10
1.10
1.00
0.40
4
0.70
0.50
0.80
9.30 413.60
96.50
54.30
14.60
5.70
1.10
1.00
0.40
5
0.90
0.50
0.80
6.40 808.80
69.50
61.70
59.20
6.10
1.10
0.90
0.40
6
0 80
0 60
0 70
4 40 355 70
61 70
61 70
35 40
6 10
1 10
0 90
0 40
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
7
0.80
4.10
0.60
3.50 240.40 103.60
47.40
32.10
6.10
1.10
0.90
0.40
8
0.80
2.10
0.80
4.40 346.40
80.70
35.40
32.10
5.70
1.10
0.90
0.30
9
0.60
1.10
1.50
28.90 519.80
61.70
61.70
22.00
5.40
1.10
0.90
0.40
10
0.60
0.80
4.70 384.10 374.50
47.40
69.50
19.00
5.40
1.10
0.90
0.40
11
0.60
0.80
4.10 475.90 233.90
47.40
49.70
15.40
5.00
1.10
0.90
0.30
12
0.60
0.70
3.30 131.40 184.80
45.20
43.10
13.70
5.00
1.00
1.00
0.40
13
1.10
0.90
5.70
93.00 131.40
52.00
45.20
12.90
4.70
1.10
1.00
0.30
14
1 90
0 90
4 70
49 70 107 30
52 00
32 10
11 40
4 70
1 10
0 90
0 30
.
.
.
.
.
.
.
.
.
.
.
.
15
6.40
0.70
6.80
28.90
89.60
54.30
25.90
10.70
4.70
1.10
0.80
0.30
16
2.10
0.60
9.30
24.40
72.30
45.20
21.00
10.00
4.70
1.00
0.80
0.30
17
1.70
0.60
19.00
16.30
59.20
69.50
18.10
9.30
4.70
1.00
1.00
0.30
18
1.30
0.60
19.00
15.40
52.00 122.50
16.30
8.70
4.40
1.10
1.00
0.30
19
1.00
0.60
24.40
56.70
41.00 114.80
14.60
8.00
4.40
1.10
0.90
0.30
20
1.30
0.70
13.70 754.00
52.00
75.00
13.70
7.40
4.70
1.00
1.00
0.30
21
1.20
0.60
6.80 822.70
49.70
54.30
27.30
6.80
4.40
1.00
0.80
0.30
22
1.10
0.60
5.70 553.90
43.10
45.20
14.60
6.80
4.40
1.00
0.90
0.30
23
0.80
0.60
4.70 233.90
41.00
35.40
35.40
7.40
4.40
1.00
0.90
0.30
24
0.80
0.60
4.70 122.50
33.70
32.10
27.30
6.80
4.40
1.10
0.90
0.30
25
0.70
0.60
5.00 100.00
43.10
28.90
35.40
6.80
4.70
1.00
0.90
0.30
26
0.80
0.80
10.00
64.30
35.40
38.90
24.40
6.80
4.70
1.00
0.80
0.30
27
0.80
0.60
12.20
72.30
30.40
28.90
24.40
6.80
4.70
1.00
0.80
0.30
28
0.90
0.80
6.40 131.40
32.10
30.40
18.10
6.80
4.70
1.00
0.80
0.30
29
0.80
1.10
4.70 136.30
54.30
64.30
15.40
8.70
4.70
1.00
0.30
30
0.70
1.10
3.50
89.60
59.20
45.20
18.10
6.80
4.40
1.00
0.30
31
0.80
75.00
52.00
14.60
4.10
1.10
0.30
----------
--------------
Total
33.60
26.70 187.40 4498.20 4836.40 1845.70 1280.20 435.30 155.70
32.80
26.40
10.30 13368.70
Ton
Mean
1.10
0.90
6.20 145.10 156.00
61.50
41.30
14.50
5.00
1.10
0.90
0.30
Max
6.40
4.10
24.40 822.70 808.80 131.40 202.50
59.20
6.40
1.10
1.90
0.40 822.70
Min
0.60
0.50
0.60
3.00
30.40
28.90
13.70
6.80
4.10
1.00
0.80
0.30
0.30
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------