Basic HTML Version
825
Location : on right bank at the bridge on road.
Ban
Kui Mang
Amphoe
Thong Pha Phum
Changwat
Kanchanaburi
WATER YEAR : 2011
MAE KLONG RIVER BASIN
Huai Kui Mang at Ban Kui Mang , Kanchanaburi (K.60)
Lat 14 - 37 - 32 N Long 98 - 43 - 50 E
128
sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
2002-Cont'd
Actual Measurement
2002-Cont'd
2011
Drainge Area
Using Rating Curve Water Year
Instrument Used
37
0.8517
Continued Sediment Station
QS = 4.2259 QW
1.45170
Suspended Sediment , in Tons per Day. Water Year 1 April 2011 to 31 March 2012
Remarks
R-Square
Number of observation
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1
0.10
0.40
2.70
6.00 541.30
14.70
30.40
7.00
4.00
2.70
1.90
1.00
2
0.10
0.40
2.50
7.00 446.90
31.40
16.50
7.00
4.00
2.70
4.50
0.80
3
0.10
0.40
2.00
6.00 281.60
23.20
15.20
7.00
3.70
2.70
3.50
0.80
4
0.10
0.30
1.90
6.70 111.80
29.30
23.20
7.00
3.70
2.70
2.50
0.70
5
0.20
3.70
1.90
9.00
54.20
21.50
19.90
6.70
3.70
2.50
2.30
0.70
6
0 20
1 60
1 90
6 30
33 40
15 20
15 20
6 70
3 70
2 50
1 90
0 70
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
7
0.10
1.50
2.50
5.40
27.60
13.50
92.50
6.30
3.70
2.50
1.70
0.70
8
0.10
1.50
2.00
4.90
37.50
21.50 172.70
6.30
3.70
2.30
1.60
0.60
9
0.10
1.60
1.70
4.90
50.20
15.90
55.60
6.30
3.70
2.30
1.60
0.60
10
0.10
2.90
1.90
4.50
55.60
64.30 101.00
6.00
3.50
2.30
1.50
0.60
11
0.10
3.20
1.90
4.50
38.70 182.10
41.20
5.70
3.50
2.30
1.30
0.60
12
0.10
1.90
2.00
5.40
31.40 521.50
26.60
5.70
3.50
2.30
2.00
0.50
13
0.10
1.70
2.00
5.40
24.90 234.00
21.50
5.40
3.50
2.00
1.60
0.50
14
0 10
1 60
2 50
4 90
24 00 118 50
18 40
5 40
3 50
2 00
1 60
0 50
.
.
.
.
.
.
.
.
.
.
.
.
15
0.10
1.90
3.50
4.50
66.00
78.40
17.70
5.40
3.50
2.00
1.50
4.20
16
0.10
1.70
2.90
5.40
69.50
58.30 111.80
5.10
3.20
2.00
1.50
1.90
17
0.10
1.70
5.40
7.00
88.40
48.90
41.20
5.10
3.20
2.00
1.30
1.20
18
0.10
2.70
10.90
6.00
67.70
55.60
30.40
4.90
3.20
1.90
1.30
1.00
19
0.10
5.10
6.00
6.70
38.70
43.70
22.40
4.90
3.20
1.90
1.70
0.80
20
0.10
3.70
7.30
13.50
34.30
37.50
19.10
4.50
3.20
1.90
1.70
0.70
21
0.40
3.70
7.60 327.10
23.20
33.40
17.10
4.50
3.20
1.90
1.60
0.70
22
0.40
3.70
6.00
96.70
18.40
46.30
15.20
4.50
2.90
1.90
1.60
0.70
23
0.50
3.20
5.40
27.60
14.70
43.70
13.50
4.50
2.90
1.90
1.50
0.70
24
1.10
2.30
5.10
11.40
15.20
46.30
12.40
4.20
2.90
1.70
1.30
0.70
25
0.50
2.90
4.90
8.10
11.40
30.40
11.40
4.20
2.90
1.70
1.30
0.70
26
0.50
5.10
4.50
17.70
9.40
25.70
10.40
4.20
2.90
1.70
1.20
0.70
27
0.40
5.40
17.10
9.40
17.10
22.40
9.00
4.20
2.70
1.60
1.10
0.70
28
0.40
4.50
14.10
8.10
31.40
19.90
8.10
4.20
2.70
1.60
1.10
0.70
29
0.40
4.00
7.00
6.70
62.60
17.10
7.60
4.00
2.70
1.60
1.00
0.70
30
0.40
3.70
6.00
7.60
22.40
17.10
7.30
4.00
2.70
1.50
0.60
31
2.90
50.20
17.70
7.30
2.70
1.50
0.60
----------
--------------
Total
7.20
80.90 143.10 694.60 2367.20 1931.30 1011.80 160.90 102.10
64.10
50.20
26.60 6640.00
Ton
Mean
0.20
2.60
4.80
22.40
76.40
64.40
32.60
5.40
3.30
2.10
1.70
0.90
Max
1.10
5.40
17.10 327.10 541.30 521.50 172.70
7.00
4.00
2.70
4.50
4.20 541.30
Min
0.10
0.30
1.70
4.50
9.40
13.50
7.30
4.00
2.70
1.50
1.00
0.50
0.10
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------