Page 844 - Slide 1

Basic HTML Version

808
Location : on right bank at Ban Don Yai.
Ban
Don Yai
Amphoe
Mueang
Changwat
Uthai Thani
WATER YEAR : 2014
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
3,454 sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
1998-Cont'd
Actual Measurement
1998-Cont'd
1999-2014
Drainge Area
Using Rating Curve Water Year
Instrument Used
135
0.8580
Continued Sediment Station
QS = 7.1417 QW
1.14900
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
0.00 294.80
6.50 245.80
0.00
0.00
0.00
0.00
2
0.00
0.00
0.00
0.00
0.00 224.50
19.90 170.00
0.00
0.00
0.00
0.00
3
0.00
0.00
0.00
0.00
0.00 268.10 100.10 110.50
0.00
0.00
0.00
0.00
4
0.00
0.00
0.00
0.00
0.00 356.30 138.20
51.70
0.00
0.00
0.00
0.00
5
0.00
0.00
0.00
0.00
0.00 376.80 151.80
24.40
0.00
0.00
0.00
0.00
6
0 00
0 00
0 00
0 00
0 00 330 20
43 10
24 40
0 00
0 00
0 00
0 00
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
7
0.00
0.00
0.00
0.00
0.00 221.90
7.00
39.70
0.00
0.00
0.00
0.00
8
0.00
0.00
0.00
0.00
0.00 130.50
6.50
12.10
0.00
0.00
0.00
0.00
9
0.00
0.00
0.00
0.00
0.00 107.00
3.20
5.10
0.00
0.00
0.00
0.00
10
0.00
0.00
0.00
0.00
0.00 134.40
35.20
12.80
0.00
0.00
0.00
0.00
11
0.00
0.00
0.00
0.00
0.00
51.70
60.90
9.30
0.00
0.00
0.00
0.00
12
0.00
0.00
0.00
0.00
0.00 101.80
50.40
4.60
0.00
0.00
0.00
0.00
13
0.00
0.00
0.00
0.00
0.00 185.10
22.50
27.60
0.00
0.00
0.00
0.00
14
0 00
0 00
0 00
0 00
0 00 182 70
30 80
2 50
0 00
0 00
0 00
0 00
.
.
.
.
.
.
.
.
.
.
.
.
15
0.00
0.00
0.00
0.00
0.00 279.70
2.10
0.00
0.00
0.00
0.00
0.00
16
0.00
0.00
0.00
0.00
0.00 404.40
0.20
0.00
0.00
0.00
0.00
0.00
17
0.00
0.00
0.00
0.00
0.00 407.90
0.20
0.00
0.00
0.00
0.00
0.00
18
0.00
0.00
0.00
0.00
0.00 262.30
0.00
0.00
0.00
0.00
0.00
0.00
19
0.00
0.00
0.00
0.00
0.00
77.00
0.00
0.00
0.00
0.00
0.00
0.00
20
0.00
0.00
0.00
0.00
0.00
43.10
0.00
0.00
0.00
0.00
0.00
0.00
21
0.00
0.00
0.00
0.00
0.00
6.00
0.00
0.00
0.00
0.00
0.00
0.00
22
0.00
0.00
0.00
0.00
6.50
3.20
0.00
0.00
0.00
0.00
0.00
0.00
23
0.00
0.00
0.00
0.00
7.00
2.90
0.00
0.00
0.00
0.00
0.00
0.00
24
0.00
0.00
0.00
0.00
6.50
2.10
88.00
0.00
0.00
0.00
0.00
0.00
25
0.00
0.00
0.00
0.00
6.00
1.80 317.20
0.00
0.00
0.00
0.00
0.00
26
0.00
0.00
0.00
0.00
6.00
1.80 282.60
0.00
0.00
0.00
0.00
0.00
27
0.00
0.00
0.00
0.00
4.60
1.50 182.70
0.00
0.00
0.00
0.00
0.00
28
0.00
0.00
0.00
0.00
2.10
1.10 110.50
0.00
0.00
0.00
0.00
0.00
29
0.00
0.00
0.00
0.00 122.90
0.80
58.10
0.00
0.00
0.00
0.00
30
0.00
0.00
0.00
0.00 474.00
10.70
81.70
0.00
0.00
0.00
0.00
31
0.00
0.00 387.10
248.50
0.00
0.00
0.00
----------
--------------
Total
0.00
0.00
0.00
0.00 1022.70 4472.10 2047.90 740.50
0.00
0.00
0.00
0.00 8283.20
Ton
Mean
0.00
0.00
0.00
0.00
33.00 149.10
66.10
24.70
0.00
0.00
0.00
0.00
Max
0.00
0.00
0.00
0.00 474.00 407.90 317.20 245.80
0.00
0.00
0.00
0.00 474.00
Min
0.00
0.00
0.00
0.00
0.00
0.80
0.00
0.00
0.00
0.00
0.00
0.00
0.00
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------