Basic HTML Version
823
Location : on right bank at the bridge on highway.
Ban
Dan Thaptako
Amphoe
Chom Bung
Changwat
Ratchaburi
WATER YEAR : 2014
MAE KLONG RIVER BASIN
Lam Phachi at Ban Dan Thaptako , Ratchaburi (K.61)
Lat 13 - 41 - 28 N Long 99 - 27 - 08 E
1,844 sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
2003-Cont'd
Actual Measurement
2003-Cont'd
2014
Drainge Area
Using Rating Curve Water Year
Instrument Used
33
0.9250
Continued Sediment Station
QS = 0.6280 QW
1.69800
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
4.60
13.20
0.00
3.50
4.10
13.20
42.10
98.20
13.20
3.00
0.70
0.10
2
4.60
15.10
0.60
3.00
4.60
8.10
50.20 114.00
14.10
2.00
0.60
0.30
3
5.90
20.30
6.60
1.50
2.00
7.30
50.20
90.70
11.40
1.70
0.50
0.90
4
5.30
13.20
13.20
0.90
1.50
6.60
40.30 298.30
9.70
1.40
1.00
1.90
5
4.60
5.30
9.70
1.30
1.50
5.30
43.90 1086.00
8.90
1.50
0.20
1.10
6
4 10
4 60
5 30
0 60
1 90
9 70
43 90 431 30
8 90
1 70
0 10
1 00
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
7
4.10
20.30
3.00
1.00
4.60
4.10
87.00 283.60
8.90
1.40
0.10
0.90
8
4.10
43.90
2.00
0.90
4.60
5.30 1049.70 221.60
8.10
1.50
0.10
0.70
9
4.10
23.80
2.00
0.70
6.60
3.00 2679.10 163.90
5.90
2.00
0.10
0.60
10
3.50
12.20
3.00
0.70
5.30
1.70 533.50 126.50
4.10
5.30
0.10
0.50
11
3.50
7.30
4.10
5.90
3.50
1.90 228.20 110.00
3.00
5.30
0.10
0.30
12
4.10
5.30
5.90
20.30
1.90
1.90 153.60 180.00
3.00
6.60
0.00
0.20
13
4.10
4.10
7.30
13.20
2.50
1.90 139.50 118.10
4.10
5.30
0.00
0.10
14
4 60
3 50
7 30
7 30
1 90
1 90 153 60
94 40
7 30
4 10
0 10
0 00
.
.
.
.
.
.
.
.
.
.
.
.
15
4.60
3.00
6.60
4.60
2.50
1.50 122.30
76.40
6.60
3.00
0.00
0.00
16
4.60
3.00
8.90
3.50
1.40
1.10 102.10
67.00
5.30
2.00
0.00
0.10
17
4.60
5.90
8.90
3.00
0.70
1.00
76.40
59.60
4.10
1.70
0.00
0.00
18
4.60
2.50
9.70
2.50
1.30
0.90
64.50
52.50
4.10
1.40
0.00
0.00
19
4.60
3.00
17.10
2.00
0.70
0.90
59.60
43.90
4.10
1.40
0.00
0.00
20
4.60
3.50
14.10
1.30
0.70
3.50
67.00
40.30
3.50
1.30
0.10
0.00
21
4.10
3.00
10.50
2.50
0.60
4.10
87.00
35.10
2.50
1.40
0.00
0.00
22
2.50
1.90
8.90
4.10
7.30
1.90
67.00
28.70
2.00
1.30
0.10
0.00
23
2.00
1.50
6.60
4.60
27.40
1.50
79.90
26.20
1.90
1.30
0.90
0.00
24
3.00
1.10
4.10
3.50
13.20
1.40 102.10
22.60
2.00
1.50
0.70
0.00
25
8.10
0.70
3.50
3.50
35.10
3.50 191.00
19.20
1.90
0.60
0.50
0.00
26
12.20
0.40
3.50
1.70
26.20
28.70 144.00
17.10
1.90
0.70
1.40
0.00
27
10.50
0.30
5.30
1.70
18.10
14.10
98.20
15.10
1.40
0.70
0.50
0.00
28
7.30
19.20
10.50
1.90
27.40
8.90
87.00
12.20
3.50
0.70
0.20
0.00
29
7.30
19.20
7.30
1.90
35.10
17.10 234.80
11.40
18.10
0.70
0.00
30
6.60
0.20
4.60
2.00
21.40
98.20 153.60
11.40
7.30
0.70
0.00
31
0.10
5.30
15.10
87.00
4.10
0.70
0.00
----------
--------------
Total
152.40 260.60 200.10 110.40 280.70 260.20 7118.30 3955.30 184.90
63.90
8.10
8.70 12603.60
Ton
Mean
5.10
8.40
6.70
3.60
9.10
8.70 229.60 131.80
6.00
2.10
0.30
0.30
Max
12.20
43.90
17.10
20.30
35.10
98.20 2679.10 1086.00
18.10
6.60
1.40
1.90 2679.10
Min
2.00
0.10
0.00
0.60
0.60
0.90
40.30
11.40
1.40
0.60
0.00
0.00
0.00
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------