Page 772 - Slide 1

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736
Location : on left bank at Ban Kaeng Yao about 2 kilometers downstream from proposed of USBR Damsite.
Ban
Kaeng Yao
Amphoe
Kuchinarai
Changwat
Kalasin
WATER YEAR : 2014
CHI RIVER BASIN
Nam Yang at Ban Kaeng Yao , Kalasin (E.54)
Lat 16 - 26 - 28 N Long 104 - 02 - 05 E
1,548 sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
1998-Cont'd
Actual Measurement
1998-Cont'd
2007-2014
Drainge Area
Using Rating Curve Water Year
Instrument Used
126
0.8430
Continued Sediment Station
QS = 5.8018 QW
1.18540
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
0.00
0.00
0.00
0.00 717.30 371.40 202.20
2.90
1.80
2.50
1.20
1.00
2
0.00
0.00
0.00
1.60 534.40 678.00
30.90
4.10
1.80
2.50
1.20
0.80
3
0.00
0.00
0.00
1.80 413.90 613.40
15.50
4.70
1.80
2.30
1.20
0.80
4
0.00
0.00
0.00
0.10 340.00 501.00
11.30
4.10
1.80
2.30
1.20
0.60
5
0.00
0.00
0.00
0.80 446.30 350.40
9.70
3.70
1.80
2.00
1.20
0.60
6
0 00
0 00
0 00
1 20 704 20 490 00
8 30
3 20
1 80
2 00
1 20
0 40
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.
.
.
.
.
.
.
.
.
.
.
7
0.00
0.00
0.00
0.60 877.70 891.30
7.50
2.70
1.80
1.80
1.20
0.40
8
0.00
0.00
0.00
1.00 1015.00 783.50
6.40
2.70
1.80
1.80
1.20
0.30
9
0.00
0.00
0.00
1.40 837.10 413.90
5.70
2.70
2.00
1.60
1.20
0.30
10
0.00
0.00
0.00
1.80 545.50 253.50
5.10
2.70
2.00
1.60
1.20
0.10
11
0.00
0.00
0.00
2.70 381.90 253.50
4.70
2.70
2.00
1.40
1.20
0.10
12
0.00
0.00
0.00
4.10 271.00 253.50
4.10
2.70
2.00
1.40
1.20
0.00
13
0.00
0.00
0.00
5.10 175.50 236.20
3.70
2.70
2.00
1.20
1.20
0.00
14
0 00
0 00
0 00
6 40 149 50 184 40
3 20
2 70
2 00
1 20
1 20
0 30
.
.
.
.
.
.
.
.
.
.
.
.
15
0.00
0.00
0.00
49.70 132.50 153.70
3.20
2.70
2.00
1.20
1.20
0.60
16
0.00
0.00
0.00 959.70 119.90 140.90
3.20
2.70
2.00
1.20
1.00
0.60
17
0.00
0.00
0.00 1084.70
99.50 193.30
2.70
2.70
2.30
1.20
1.00
0.30
18
0.00
0.00
0.00 1212.10
87.50 162.50
2.70
2.70
2.30
1.20
1.00
0.00
19
0.00
0.00
0.00 1312.70
79.80 136.80
2.70
2.70
2.30
1.20
1.00
0.00
20
0.00
0.00
0.00 1141.10
91.60 115.80
2.30
2.70
2.30
1.20
1.00
0.00
21
0.00
0.00
0.00 959.70 107.60
99.50
2.30
2.50
2.30
1.20
1.00
0.00
22
0.00
0.00
0.00 932.20
91.60
91.60
2.30
2.30
2.30
1.20
1.00
0.00
23
0.00
0.00
0.00 973.50
95.50 111.80
2.30
2.30
2.30
1.20
1.00
0.00
24
0.00
0.00
0.00 1298.20 111.80 1169.40
2.30
2.30
2.50
1.20
1.00
0.00
25
0.00
0.00
0.00 1001.10 132.50 3352.10
2.30
2.30
2.50
1.20
1.00
0.00
26
0.00
0.00
0.00 704.20 153.70 2343.40
2.30
2.30
2.50
1.20
1.00
0.00
27
0.00
0.00
0.00 468.10 236.20 1212.10
2.50
1.80
2.50
1.20
1.00
0.00
28
0.00
0.00
0.00 392.60 413.90 704.20
2.50
1.80
2.50
1.20
1.00
0.00
29
0.00
0.00
0.00 329.60 468.10 523.20
2.30
1.80
2.50
1.20
0.00
30
0.00
0.00
0.00 468.10 413.90 468.10
2.30
1.80
2.50
1.20
0.00
31
0.00
932.20 360.90
2.70
2.50
1.20
0.00
----------
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Total
0.00
0.00
0.00 14248.10 10605.80 17252.40 361.20
81.70
66.50
46.00
31.00
7.20 42699.90
Ton
Mean
0.00
0.00
0.00 459.60 342.10 575.10
11.70
2.70
2.10
1.50
1.10
0.20
Max
0.00
0.00
0.00 1312.70 1015.00 3352.10 202.20
4.70
2.50
2.50
1.20
1.00 3352.10
Min
0.00
0.00
0.00
0.00
79.80
91.60
2.30
1.80
1.80
1.20
1.00
0.00
0.00
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