Basic HTML Version
829
WATER YEAR : 2013
SAKAE KRANG RIVER BASIN
Huai Tak Dad at Ban Don Yai, Uthai Thani (Ct.19)
Lat 15 - 27 - 07 N Long 100 - 02 - 00 E
Location : on right bank at Ban Don Yai.
Ban
Don Yai
Amphoe
Mueang
Changwat
Uthai Thani
3,454 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
26
0.8570
Continued Sediment Station
Remarks
R-Square
Number of observation
Using Rating Curve Water Year
QS = 6.4200 QW
1.09300
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
------------------
1
0.00
0.00
0.00
16.70
0.00
2.40 2045.40
79.50
0.00
0.00
0.00
0.00
2
0.00
0.00
0.00
0.00
0.00
1.10 1744.90
37.30
0.00
0.00
0.00
0.00
3
0.00
0.00
0.00
0.00
0.00
0.00 1405.40
30.80
0.00
0.00
0.00
0.00
Suspended Sediment , in Tons per Day. Water Year 1 April 2013 to 31 March 2014
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4
0.00
0.00
0.00
0.00
0.00
0.00 1465.40
26.00
0.00
0.00
0.00
0.00
5
0.00
0.00
0.00
0.00
0.00
0.00 2058.00
13.70
0.00
0.00
0.00
0.00
6
0.00
0.00
0.00
0.00
0.00
0.00 2242.20
0.00
0.00
0.00
0.00
0.00
7
0.00
0.00
0.00
0.00
0.00
6.40 1794.70
0.00
0.00
0.00
0.00
0.00
8
0.00
0.00
0.00
0.00
0.00 338.20 735.20
0.00
0.00
0.00
0.00
0.00
9
0.00
0.00
0.00
0.00
0.00 510.50 555.50
0.00
0.00
0.00
0.00
0.00
10
0.00
0.00
0.00
0.00
0.00 724.70 306.90
0.00
0.00
0.00
0.00
0.00
11
0.00
0.00
0.00
12.20
0.00 942.20 215.60
0.00
0.00
0.00
0.00
0.00
12
0.00
0.00
0.00 181.70 465.90 1310.20
91.80
0.00
0.00
0.00
0.00
0.00
13
0.00
0.00
0.00 461.90 1004.60 1658.00 110.40
0.00
0.00
0.00
0.00
0.00
14
0.00
0.00
0.00 522.80 1455.40 2173.00
86.50
0.00
0.00
0.00
0.00
0.00
15
0.00
0.00 809.00 275.80 1222.20 2530.10
62.30
0.00
0.00
0.00
0.00
0.00
16
0.00
0.00 539.10 272.00 798.40 2312.70
57.20
0.00
0.00
0.00
0.00
0.00
17
0.00
0.00 299.10 201.40 486.10 2095.90
64.00
0.00
0.00
0.00
0.00
0.00
18
0.00
0.00 110.40
74.30 235.50 1944.80
62.30
0.00
0.00
0.00
0.00
0.00
19
0.00
0.00
74.30
27.60
83.00 2710.30 330.40
0.00
0.00
0.00
0.00
0.00
20
0 00
0 00
81 30
6 40
38 90 3279 60 1435 40
0 00
0 00
0 00
0 00
0 00
.
.
.
.
.
.
.
.
.
.
.
.
21
0.00
0.00 235.50
0.00
16.70 4082.90 1882.10
3.70
0.00
0.00
0.00
0.00
22
0.00
0.00 268.10
0.00
9.30 4667.30 2032.80
0.00
0.00
0.00
0.00
0.00
23
0.00
0.00 162.20
0.00
7.80 5062.00 1624.30
0.00
0.00
0.00
0.00
0.00
24
0.00
0.00 110.40
0.00
9.30 5322.50 793.10
0.00
0.00
0.00
0.00
0.00
25
0.00
0.00 156.70
0.00
9.30 5432.00 405.60
0.00
0.00
0.00
0.00
0.00
26
0.00
0.00 123.90
0.00
9.30 5459.40 310.80
0.00
0.00
0.00
0.00
0.00
27
0.00
0.00
50.50
0.00
10.70 5140.00 377.70
0.00
0.00
0.00
0.00
0.00
28
0 00
0 00
72 60
0 00
7 80 3604 20 357 90
0 00
0 00
0 00
0 00
0 00
.
.
.
.
.
.
.
.
.
.
.
.
29
0.00
0.00
93.50
0.00
5.00 3029.90 235.50
0.00
0.00
0.00
0.00
30
0.00
0.00
48.80
0.00
3.70 2283.80
84.80
0.00
0.00
0.00
0.00
31
0.00
0.00
2.40
90.00
0.00
0.00
0.00
----------
--------------
Total
0.00
0.00 3235.40 2052.80 5881.30 66624.10 25064.10 191.00
0.00
0.00
0.00
0.00 103048.70
Ton
Mean
0.00
0.00 107.80
66.20 189.70 2220.80 808.50
6.40
0.00
0.00
0.00
0.00
Max
0.00
0.00 809.00 522.80 1455.40 5459.40 2242.20
79.50
0.00
0.00
0.00
0.00 5459.40
Min
0.00
0.00
0.00
0.00
0.00
0.00
57.20
0.00
0.00
0.00
0.00
0.00
0.00
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