832
WATER YEAR : 2013
PASAK RIVER BASIN
Pasak River at Ban Tha Hi Yong , Phetchabun (S.33)
Lat 17 - 00 - 10 N Long 101 - 21 - 23 E
Location : on left bank at Ban Tha Hai Yong
Ban
Tha Hai Yong
Amphoe
Lom Kao
Changwat
Phetchabun
521
sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
2001-Cont'd
Drainge Area
Instrument Used
Actual Measurement
2001-Cont'd
2001-2013
424
0.7070
Continued Sediment Station
Remarks
R-Square
Number of observation
Using Rating Curve Water Year
QS = 4.1105 QW
1.80490
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
------------------
1
1.00
1.60
4.90
1.40 420.00 2308.90 975.20
58.90
16.10
6.60
3.70
2.20
2
2.40
1.20
4.10
2.20 633.50 420.00 1226.10
47.50
14.40
6.60
3.70
1.90
3
2.20
1.20
13.10
2.20 279.10 214.70 1380.90
44.70
14.40
6.60
3.40
1.90
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Suspended Sediment , in Tons per Day. Water Year 1 April 2013 to 31 March 2014
4
2.20
1.40
5.70 360.70 104.30 195.60 512.90
39.40
14.40
6.60
3.40
1.90
5
2.20
4.10 399.20
25.50
58.90 120.50 350.90
36.80
14.40
6.60
3.40
1.90
6
2.20
5.70
68.40
9.60
42.10 350.90 279.10
34.50
14.40
6.60
3.10
1.90
7
2.20
3.40
11.90 154.20 120.50 2225.90 221.20
32.20
13.10
6.60
3.10
1.90
8
2.40
2.70
21.50 1854.00
47.50 2509.90 177.30
32.20
13.10
5.70
2.70
1.60
9
1.90
2.40
6.60 475.20 827.50 1728.00 154.20
29.90
13.10
5.70
2.70
1.60
10
2.20
1.60
3.40 1655.20 1207.40 440.70 129.00
27.70
13.10
5.70
2.70
1.60
11
1.90
14.40
2.70 208.30 2090.20 177.30 120.50
27.70
13.10
4.90
2.70
1.60
12
1.60
3.40
7.50 148.60 154.20 332.30 112.30
25.50
11.90
4.90
2.70
1.60
13
1.60
2.20
2.70
29.90 171.40 891.80 100.60
27.70
11.90
4.90
2.70
1.60
14
1.60
1.60
2.40
17.80 137.80 3351.10
93.00
27.70
11.90
4.90
2.40
1.60
15
1.60
2.20
2.40
14.40
58.90 37132.10
89.20
27.70
10.70
4.10
2.40
1.60
16
1.60
1.20
2.20
13.10
50.20 1400.80
78.40
27.70
27.70
4.10
2.40
1.60
17
1.60
2.40
1.90 201.90
68.40 1930.50 189.40
27.70
17.80
4.10
2.40
1.60
18
1.60
1.40
2.40
21.50
56.00 2422.50 255.20
27.70
11.90
4.10
2.40
1.60
19
1.60
1.20
1.90
10.70
47.50 875.50 183.30
25.50
10.70
4.10
2.40
1.60
20
1 60
1 20
3 40
42 10
25 50 605 80 108 10
25 50
10 70
4 10
2 40
1 60
.
.
.
.
.
.
.
.
.
.
.
.
21
1.40
2.20
27.70
7.50
17.80 475.20
82.00
25.50
10.70
4.10
2.40
1.40
22
9.60
1.60
4.10
5.70 1061.90 705.40
75.10
23.50
9.60
4.10
2.20
1.40
23
2.40
25.50
3.10
47.50 31779.00 735.10
68.40
23.50
8.50
3.70
2.20
1.40
24
1.40
78.40
25.50 500.20 3385.10 323.40
65.30
23.50
8.50
3.70
2.20
1.60
25
3.10
25.50
5.70 380.00 305.40 450.90 104.30
23.50
8.50
3.70
2.20
1.60
26
5.70
4.10
5.70
39.40 341.30 592.10 112.30
23.50
8.50
3.70
2.20
1.60
27
1.60
4.90
16.10
25.50 270.40 10187.30
68.40
21.50
8.50
3.70
2.20
1.60
28
1 90
8 50
10 70 112 30 811 80 3485 00
62 10
21 50
7 50
3 70
2 20
1 60
.
.
.
.
.
.
.
.
.
.
.
.
29
1.90
3.40
8.50 2197.70 399.20 1930.50
53.20
21.50
7.50
3.70
1.40
30
1.60
3.40
1.00 676.30 143.20 1151.80
47.50
21.50
7.50
3.70
1.40
31
10.70
1443.10 14441.50
47.50
6.60
3.70
1.40
----------
--------------
Total
67.80 224.70 676.40 10683.70 59557.50 79671.50 7522.90 883.20 370.70 149.00
74.60
50.80 159932.80
Ton
Mean
2.30
7.20
22.50 344.60 1921.20 2655.70 242.70
29.40
12.00
4.80
2.70
1.60
Max
9.60
78.40 399.20 2197.70 31779.00 37132.10 1380.90
58.90
27.70
6.60
3.70
2.20 37132.10
Min
1.00
1.20
1.00
1.40
17.80 120.50
47.50
21.50
6.60
3.70
2.20
1.40
1.00
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