837
WATER YEAR : 2013
MAE KLONG RIVER BASIN
Huai Bong Ti at Ban Bong Ti , Kanchanaburi (K.32A)
Lat 14 - 16 - 27 N Long 98 - 56 - 04 E
Location : on right bank at Ban Bong Ti.
Ban
Bong Ti
Amphoe
Sai Yok
Changwat
Kanchanaburi
518
sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
1998-Cont'd
Drainge Area
Instrument Used
Actual Measurement
1998-Cont'd
2013
45
0.8550
Continued Sediment Station
Remarks
R-Square
Number of observation
Using Rating Curve Water Year
QS = 2.2530 QW
1.69400
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1
0.00
0.10
0.60
1.40 2300.10
24.60
84.60
20.20
9.20
1.70
0.80
0.50
2
0.00
0.10
0.90
1.20 732.40
35.10
93.30
17.70
8.00
1.70
0.80
0.40
3
0.00
0.10
0.60
1.00 328.90
53.70
99.40
15.40
6.90
1.70
0.80
0.40
Suspended Sediment , in Tons per Day. Water Year 1 April 2013 to 31 March 2014
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
4
0.00
0.00
0.80
1.00 214.40
39.80 449.20
12.50
6.90
1.50
0.80
0.40
5
0.00
0.00
6.90
25.80 111.90
24.60 431.30
9.90
6.40
1.50
0.70
0.40
6
0.00
0.00
2.00
31.00
76.20
21.00 374.20
9.90
6.40
1.40
0.70
0.40
7
0.00
0.00
1.20
38.00
47.50
21.00 336.30
8.00
5.40
1.40
0.70
0.40
8
0.00
0.00
1.20
31.00
35.10 102.50 321.60
18.50
5.40
1.40
0.60
0.40
9
0.00
0.00
0.80
29.70
31.00
70.70 351.20 3045.80
4.90
1.40
0.60
0.30
10
0.00
0.00
0.60
36.50
28.40
49.60 272.30 694.90
4.90
1.40
0.60
0.30
11
0.00
0.10
0.90
53.70
23.70 1706.10 193.10 314.30
4.40
1.40
0.60
0.30
12
0.00
0.10
0.80
62.90
27.10 670.30 123.30 177.80
4.00
1.30
0.60
0.30
13
0.00
0.10
6.90
25.80
29.70 440.20 105.60 115.20
4.00
1.30
0.60
0.30
14
0.00
0.10
8.60
15.40 193.10 682.50
76.20 102.50
3.70
1.20
0.60
0.20
15
0.00
0.10
3.20
9.20 149.10 535.50
73.40
81.70
3.70
1.20
0.60
0.20
16
0.00
0.10
2.00
11.10
81.70 440.20
45.60
65.50
3.70
1.10
0.80
0.30
17
0.00
0.10
1.40
6.40
51.60 719.80
51.60
57.90
3.40
1.10
4.40
0.40
18
0.00
0.60
1.70
4.40
38.00 504.70 588.60
43.60
3.20
1.10
1.40
0.40
19
0.00
4.40
2.00
3.20
31.00 366.50 343.70
25.80
2.90
1.10
1.10
1.00
20
0 00
1 10
2 00
3 20
22 80 514 90 242 20
21 90
2 60
1 00
0 90
1 30
.
.
.
.
.
.
.
.
.
.
.
.
21
0.00
0.60
2.90
2.40
22.80 1159.00 177.80
21.00
2.60
1.00
0.80
1.30
22
0.00
0.40
6.40
2.00
31.00 1031.00 158.10
20.20
2.60
1.00
0.70
1.40
23
0.40
0.30
6.90
1.70 272.30 903.00 105.60
17.70
2.40
1.00
0.70
1.10
24
0.20
0.60
9.20
5.40 321.60 634.10
78.90
16.90
2.40
1.00
0.60
1.10
25
0.10
0.40
8.00
23.70 230.90 413.70
62.90
16.90
2.40
1.00
0.60
2.20
26
0.10
0.70
5.40
21.00 153.60 259.60
60.40
15.40
2.40
1.00
0.60
1.40
27
0.30
0.50
3.40
13.20
93.30 188.00
45.60
13.90
2.20
1.00
0.60
1.10
28
0 10
0 30
2 40
29 70
57 90 127 50
35 10
12 50
2 20
1 00
0 50
0 90
.
.
.
.
.
.
.
.
.
.
.
.
29
0.10
0.30
2.00 1380.70
39.80 102.50
31.00
10.50
2.00
1.00
0.80
30
0.10
0.30
1.50 1861.20
32.30 105.60
27.10
10.50
2.00
1.00
0.60
31
0.80
3657.90
33.70
22.80
2.00
0.90
0.60
----------
--------------
Total
1.40
12.30
93.20 7390.80 5842.90 11947.30 5462.00 5014.50 125.20
37.80
23.80
21.10 35972.30
Ton
Mean
0.00
0.40
3.10 238.40 188.50 398.20 176.20 167.10
4.00
1.20
0.90
0.70
Max
0.40
4.40
9.20 3657.90 2300.10 1706.10 588.60 3045.80
9.20
1.70
4.40
2.20 3657.90
Min
0.00
0.00
0.60
1.00
22.80
21.00
22.80
8.00
2.00
0.90
0.50
0.20
0.00
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