Basic HTML Version
806
Location : on left bank at Ban Prong Khae.
Ban
Prong Khae
Amphoe
Tha Yang
Changwat
Phetchaburi
WATER YEAR : 2012
PHETCHABURI RIVER BASIN
Huai Phak at Ban Prong Khae , Phetchaburi (B.8A)
Lat 12 - 48 - 50 N Long 99 - 42 - 16 E
301
sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
2010-Cont'd
Actual Measurement
2010-Cont'd
2010-2012
Drainge Area
Using Rating Curve Water Year
Instrument Used
35
0.8555
Continued Sediment Station
QS = 1.9740 QW
1.41140
Suspended Sediment , in Tons per Day. Water Year 1 April 2012 to 31 March 2013
Remarks
R-Square
Number of observation
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1
0.40
0.00
0.00
0.00
0.00
0.00
2.30
0.60
2.30
0.00
0.00
0.00
2
0.20
0.00
0.00
0.00
0.00
0.00
2.40
0.60
2.30
0.00
0.00
0.00
3
0.00
0.00
0.00
0.00
0.00
0.00
1.60
0.50
2.00
0.00
0.00
0.00
4
0.00
0.00
0.00
0.00
0.00
0.00
1.30
0.50
1.60
0.00
0.00
0.00
5
0.00
0.00
0.00
0.00
0.00
0.00
2.30
0.40
1.20
0.00
0.00
0.00
6
0 00
0 00
0 00
0 00
0 00
0 00
2 80
0 40
1 00
0 00
0 00
0 00
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.
.
.
.
.
.
.
.
.
.
.
.
7
0.00
0.00
0.00
0.00
0.00
0.00
3.90
0.30
0.80
0.00
0.00
0.00
8
0.00
0.00
0.00
0.00
0.00
0.00
3.90
0.30
0.70
0.00
0.00
0.00
9
0.00
0.00
0.00
0.00
0.00
0.00
3.80
0.30
0.60
0.00
0.00
0.00
10
0.00
0.00
0.00
0.00
0.00
0.00
3.10
0.30
0.50
0.00
0.00
0.00
11
0.00
0.00
0.00
0.10
0.00
0.00
2.80
0.20
0.40
0.00
0.00
0.00
12
0.00
0.00
0.00
0.10
0.00
0.00
2.60
0.40
0.40
0.00
0.00
0.00
13
0.00
0.00
0.00
0.20
0.00
0.00
2.50
0.50
0.30
0.00
0.00
0.00
14
0 00
0 00
0 00
0 20
0 00
0 00
2 40
0 50
0 30
0 00
0 00
0 00
.
.
.
.
.
.
.
.
.
.
.
.
15
0.00
0.00
0.00
0.20
0.00
0.00
2.30
0.40
0.30
0.00
0.00
0.00
16
0.00
0.00
0.00
0.20
0.00
0.00
2.30
0.30
0.30
0.00
0.00
0.00
17
0.00
0.00
0.00
0.20
0.00
0.00
2.30
0.40
0.30
0.00
0.00
0.00
18
0.00
0.00
0.00
0.20
0.00
0.00
2.30
3.10
0.30
0.00
0.00
0.00
19
0.00
0.00
0.00
0.20
0.00
0.00
1.80
2.90
0.30
0.00
0.00
0.00
20
0.00
0.00
0.00
0.20
0.00
0.00
1.40
2.60
0.30
0.00
0.00
0.00
21
0.00
0.50
0.00
0.20
0.00
0.20
1.20
2.50
0.30
0.00
0.00
0.00
22
0.00
0.20
0.00
0.20
0.00
0.40
1.20
2.40
0.30
0.00
0.00
0.00
23
0.00
0.10
0.00
0.20
0.00
0.40
1.00
2.30
0.30
0.00
0.00
0.00
24
0.00
0.10
0.00
0.10
0.00
0.40
1.10
2.30
0.30
0.00
0.00
0.00
25
0.00
0.10
0.00
0.00
0.00
0.50
1.60
2.30
0.30
0.00
0.00
0.00
26
0.00
0.00
0.00
0.00
0.00
0.80
1.30
2.30
0.30
0.00
0.00
0.00
27
0.00
0.00
0.00
0.00
0.00
0.80
1.00
2.30
0.10
0.00
0.00
0.00
28
0.00
0.00
0.00
0.00
0.00
0.80
0.70
2.30
0.00
0.00
0.00
0.00
29
0.00
0.00
0.00
0.00
0.00
1.80
0.50
2.30
0.00
0.00
0.00
30
0.00
0.00
0.00
0.00
0.00
1.80
0.50
2.40
0.00
0.00
0.00
31
0.00
0.00
0.00
0.50
0.00
0.00
0.00
----------
--------------
Total
0.60
1.00
0.00
2.50
0.00
7.90
60.70
38.90
18.10
0.00
0.00
0.00 129.70
Ton
Mean
0.00
0.00
0.00
0.10
0.00
0.30
2.00
1.30
0.60
0.00
0.00
0.00
Max
0.40
0.50
0.00
0.20
0.00
1.80
3.90
3.10
2.30
0.00
0.00
0.00
3.90
Min
0.00
0.00
0.00
0.00
0.00
0.00
0.50
0.20
0.00
0.00
0.00
0.00
0.00
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