Basic HTML Version
837
Location : on left bank at Ban Prong Khae.
Ban
Prong Khae
Amphoe
Tha Yang
Changwat
Phetchaburi
WATER YEAR : 2014
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
2010-2014
Drainge Area
Using Rating Curve Water Year
Instrument Used
51
0.8750
Continued Sediment Station
QS = 1.8920 QW
1.39600
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
0.60
0.20
0.30
0.70
0.00
0.00
0.00
0.30
0.10
0.00
0.00
0.00
2
12.20
0.20
0.30
0.40
0.00
0.00
0.00
0.30
0.10
0.00
0.00
0.00
3
12.20
0.20
0.30
0.10
0.00
0.00
0.00
0.30
0.10
0.00
0.00
0.00
4
0.40
0.20
0.30
0.00
0.00
0.00
0.00
0.50
0.10
0.00
0.00
0.00
5
0.20
0.20
0.30
0.00
0.00
0.00
0.00
2.30
0.10
0.00
0.00
0.00
6
0 10
0 20
0 30
0 00
0 00
0 00
0 00
1 70
0 10
0 00
0 00
0 00
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.
.
.
.
.
.
.
.
.
.
.
.
7
0.10
0.30
0.30
0.00
0.00
0.00
7.30
0.90
0.00
0.00
0.00
0.00
8
0.10
0.20
0.30
0.00
0.00
0.00 126.60
0.70
0.00
0.00
0.00
0.00
9
0.00
0.20
0.30
0.00
0.00
0.00
40.60
0.60
0.00
0.00
0.00
0.00
10
0.00
0.30
0.20
0.00
0.00
0.00
9.00
0.50
0.00
0.00
0.00
0.00
11
0.30
0.30
0.20
0.00
0.00
0.00
3.60
0.50
0.00
0.00
0.00
0.00
12
0.30
0.30
0.20
0.00
0.00
0.00
1.80
0.40
0.00
0.00
0.00
0.00
13
0.30
0.30
0.20
0.00
0.00
0.00
1.20
0.30
0.00
0.00
0.00
0.00
14
0 30
0 30
0 30
0 00
0 00
0 00
0 70
0 30
0 00
0 00
0 00
0 00
.
.
.
.
.
.
.
.
.
.
.
.
15
0.30
0.30
0.90
0.00
0.00
0.00
0.60
0.30
0.00
0.00
0.00
0.00
16
0.30
0.30
1.40
0.00
0.00
0.00
0.50
0.30
0.00
0.00
0.00
0.00
17
0.30
0.30
1.60
0.00
0.00
0.00
0.50
0.30
0.00
0.00
0.00
0.00
18
0.30
0.30
1.80
0.00
0.00
0.00
0.40
0.30
0.00
0.00
0.00
0.00
19
0.30
0.20
2.00
0.00
0.00
0.00
0.40
0.30
0.00
0.00
0.00
0.00
20
0.30
0.20
2.50
0.00
0.00
0.00
0.30
0.30
0.00
0.00
0.00
0.00
21
0.00
0.20
2.20
0.00
0.00
0.00
0.40
0.30
0.00
0.00
0.00
0.00
22
0.00
0.20
1.90
0.00
0.00
0.00
0.30
0.30
0.00
0.00
0.00
0.00
23
0.00
0.20
1.70
0.00
0.00
0.00
0.30
0.30
0.00
0.00
0.00
0.00
24
0.00
0.20
1.50
0.00
0.00
0.00
0.30
0.30
0.00
0.00
0.00
0.00
25
0.10
0.20
1.30
0.00
0.00
0.00
0.30
0.30
0.00
0.00
0.00
0.00
26
0.00
0.30
1.00
0.00
0.00
0.00
0.30
0.20
0.00
0.00
0.00
0.00
27
0.00
0.30
1.00
0.00
0.10
0.00
0.30
0.10
0.00
0.00
0.00
0.00
28
0.00
0.30
0.80
0.00
0.00
0.00
0.30
0.10
0.00
0.00
0.00
0.00
29
0.00
0.30
0.80
0.00
0.00
0.00
0.30
0.10
0.00
0.00
0.00
30
0.30
0.30
0.80
0.00
0.00
0.00
0.30
0.10
0.00
0.00
0.00
31
0.30
0.00
0.00
0.30
0.00
0.00
0.00
----------
--------------
Total
29.30
7.80
27.00
1.20
0.10
0.00 196.90
13.50
0.60
0.00
0.00
0.00 276.40
Ton
Mean
1.00
0.30
0.90
0.00
0.00
0.00
6.40
0.50
0.00
0.00
0.00
0.00
Max
12.20
0.30
2.50
0.70
0.10
0.00 126.60
2.30
0.10
0.00
0.00
0.00 126.60
Min
0.00
0.20
0.20
0.00
0.00
0.00
0.00
0.10
0.00
0.00
0.00
0.00
0.00
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