Basic HTML Version
834
WATER YEAR : 2013
MAE KLONG RIVER BASIN
Lam Ta Phoen at Ban Thung Na Nang Rok , Kanchanaburi (K.12)
Lat 14 - 09 - 17 N Long 99 - 25 - 07 E
Location : on left bank about 50 meters downstream from Wat Thung Na Nang Rok.
Ban
Thung Na Nang Rok
Amphoe
Mueang
Changwat
Kanchanaburi
2,375 sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
1997-Cont'd
Drainge Area
Instrument Used
Actual Measurement
1997-Cont'd
2013
25
0.8940
Continued Sediment Station
Remarks
R-Square
Number of observation
Using Rating Curve Water Year
QS = 2.8460 QW
1.28600
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1
0.50
0.80
0.50
13.70
11.70
2.60 115.10
79.60
23.50
5.40
1.70
1.60
2
0.50
0.60
0.50
11.20
16.90
2.40 141.00
68.60
22.10
4.70
1.60
0.80
3
0.50
0.50
8.30
10.20
15.80
2.30 169.50
59.00
20.30
3.10
1.60
0.80
Suspended Sediment , in Tons per Day. Water Year 1 April 2013 to 31 March 2014
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4
0.20
0.50
23.50
9.20
13.20
2.10 215.80
52.00
19.70
2.60
1.60
0.70
5
0.50
0.50
42.50
6.90
10.70
2.00 274.90
47.20
19.10
2.60
1.60
0.70
6
0.50
2.30
28.50
7.40
8.30
1.50 287.60
41.50
18.00
2.60
1.50
0.60
7
0.50
5.40
66.30
13.70
6.10
1.50 310.80
37.90
17.50
2.80
1.20
0.60
8
0.50
8.80 110.60
13.20
4.70
6.10 297.80
37.90
16.90
2.80
0.80
0.60
9
0.40
6.10 104.70
14.80
3.10
6.90 257.30
43.40
16.90
2.70
0.70
0.50
10
0.40
2.80
98.90
18.00
2.70
7.80 257.30
44.30
16.90
2.80
0.70
0.50
11
0.50
2.30
69.80
18.60
2.60
16.40 245.40
48.20
15.30
2.80
0.60
0.50
12
0.50
2.10
44.30
15.80
2.70
52.00 190.70
46.20
14.30
2.70
0.60
0.50
13
0.50
1.70
62.00
14.80
2.70
81.00 139.30
39.70
11.70
2.80
0.60
0.50
14
0.50
0.90 198.90
18.60
4.40
90.20 116.60
37.90
11.20
5.40
0.50
0.20
15
1.00
0.70 182.90
15.80
6.90
88.90
97.40
39.70
10.70
2.70
0.50
0.10
16
6.10
0.70 153.30
12.70
5.70
90.20
86.20
51.10
10.70
1.90
0.50
0.20
17
8.80
0.50
96.00
9.20
6.90 151.60
79.60
61.00
9.70
2.00
0.50
0.20
18
9.70
0.50
60.00
6.50
7.80 156.90
96.00
52.00
7.80
2.00
0.60
0.20
19
9.70
0.50
73.40
4.70
6.90 118.10 182.90
43.40
7.80
2.30
0.60
1.00
20
9 70
0 50 106 20
4 10
5 00 132 50 220 20
36 00
7 80
1 90
0 60
1 70
.
.
.
.
.
.
.
.
.
.
.
.
21
9.20
0.50 124.40
3.10
3.40 252.50 297.80
32.20
6.90
1.70
0.50
2.10
22
5.00
0.50
90.20
2.80
3.10 380.60 386.50
27.80
7.40
1.70
0.50
2.10
23
2.30
0.50
56.00
3.40
3.10 604.60 380.60
24.20
6.50
1.70
0.60
8.30
24
1.70
0.50
40.60
3.80
3.40 932.30 340.00
24.20
6.90
1.70
0.70
5.70
25
1.10
0.50
33.00
2.80
3.10 671.00 290.10
22.80
6.10
1.90
1.10
4.70
26
0.90
0.50
27.80
2.60
4.10 411.60 211.40
29.20
5.40
1.90
1.00
4.70
27
0.70
0.50
24.20
2.30
4.40 277.40 180.90
27.00
4.70
1.70
1.20
4.10
28
0 60
0 50
20 80
2 60
4 10 192 70 175 20
27 00
5 40
1 60
2 00
3 40
.
.
.
.
.
.
.
.
.
.
.
.
29
0.50
0.50
19.70
3.10
3.40 142.80 141.00
27.80
5.40
1.60
3.40
30
0.80
0.50
16.90
4.10
3.10 115.10 112.10
25.60
5.40
1.70
2.40
31
0.40
6.90
2.70
90.20
5.40
1.70
2.00
----------
--------------
Total
74.30
44.10 1984.70 276.60 182.70 4993.60 6387.20 1234.40 363.40
77.50
26.20
55.40 15700.10
Ton
Mean
2.50
1.40
66.20
8.90
5.90 166.50 206.00
41.10
11.70
2.50
0.90
1.80
Max
9.70
8.80 198.90
18.60
16.90 932.30 386.50
79.60
23.50
5.40
2.00
8.30 932.30
Min
0.20
0.40
0.50
2.30
2.60
1.50
79.60
22.80
4.70
1.60
0.50
0.10
0.10
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