Basic HTML Version
450
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WATER YEAR : 2013
LOP BURI RIVER BASIN
Lop Buri River at Ban Pho Kaoton , Sing Buri (L.2B)
Lat 14 - 45 - 37 N Long 100 - 36 - 15 E
Locat on : on r g t an at Ban P o Kaoton.
Changwat
Sing Buri
-
sq.km.
Water - stage recorder
+0.000 m. (MSL.)
B.M.-H.D.
On right bank near the automatic gage buiding
Elevation
Recording
Drainge Area
Bench Mark
Location BM
Type of Gage
Gage Reading Frequency
Zero Gage at Bottom
+5.210 m. (MSL.)
Amphoe
Mueang
Ban
Pho Kaoton
Arithmetic mean of 24 readings
1999 to date
2013 to date
-
2013 to date
Fairly stable.
No overbank flow.
Period of Rating
Rated by Flot
Period of Available Gage Records
Basis of Mean Daily Gage Height
Rating Operation
Rated by Current Meter
Stability of Channel Regimes
Overbank Flow Conditions
Records good. Stage-discharge relation defined by 19 discharge measurements made in 2013.
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
-1.69
-1.69
-0.80
1.07
0.30
1.40
3.63
2.15
-0.15
-0.90
-0.90
-0.90
2
-1.69
-1.69
-0.80
0.75
0.36
1.68
3.62
2.48
-0.23
-0.90
-0.90
-0.90
3
-1.69
-1.69
-0.70
0.40
0.18
2.33
3.63
2.59
-0.33
-0.85
-0.90
-0.90
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General Description
Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
4
-1.69
-1.69
-0.53
0.13
0.10
2.35
3.64
2.62
-0.45
-0.68
-0.90
-0.80
5
-1.69
-1.69
-0.29
0.20
0.25
2.25
3.64
2.80
-0.75
-0.56
-0.90
-0.80
6
-1.69
-1.69
0.68
0.18
0.43
2.20
3.65
2.80
-0.80
-0.45
-0.90
-0.90
7
-1.69
-1.69
0.95
0.15
0.49
2.23
3.67
2.69
-0.90
-0.47
-0.90
-0.90
8
-1.69
-1.69
0.55
0.19
0.58
2.23
3.58
2.68
-1.69
-0.50
-0.90
-0.90
9
-1.69
-1.69
0.18
0.23
1.50
2.20
3.38
2.15
-1.69
-0.54
-0.90
-0.90
10
-1.69
-1.69
0.25
0.18
2.05
2.20
3.21
2.15
-1.69
-0.73
-0.90
-0.90
11
-1.69
-1.69
0.25
0.53
2.00
2.44
3.00
1.98
-1.69
-0.80
-0.90
-0.90
12
1 69
1 69
0 73
0 88
1 80
2 95
3 00
1 30
1 69
0 90
0 90
0 90
- .
- .
.
.
.
.
.
.
- .
- .
- .
- .
13
-0.88
-1.69
1.21
1.03
1.75
3.08
2.88
0.98
-1.69
-0.90
-0.90
-0.90
14
-0.80
-0.75
0.95
0.53
1.45
3.14
2.95
0.93
-1.69
-0.90
-0.73
-0.90
15
-0.80
-0.60
1.07
0.50
1.45
3.20
3.23
0.90
-1.69
-0.90
-0.78
-0.90
16
-0.80
-0.60
0.50
0.44
1.95
3.25
3.20
0.75
-1.69
-0.80
-0.80
-0.90
17
-0.85
-0.53
0.18
0.38
1.70
3.22
3.35
0.80
-1.69
-0.80
-0.85
-0.90
18
-0.85
-0.43
-0.10
0.26
1.60
3.25
3.53
1.15
-1.69
-0.68
-0.90
-0.90
19
-0.75
-0.41
-0.35
0.18
1.49
3.33
3.67
1.45
-1.69
-0.55
-0.90
-0.90
20
-0.88
-0.46
-0.40
0.08
1.49
3.48
3.68
1.20
-1.69
-0.45
-0.85
-0.90
21
-0.90
-0.44
0.15
0.01
1.55
3.58
3.68
0.80
-1.69
-0.48
-0.80
-0.90
22
-0.90
-0.73
0.45
-0.11
1.53
3.62
3.68
0.70
-1.69
-0.58
-0.80
-0.90
23
-1.69
-0.75
0.65
-0.11
1.52
3.63
3.70
0.53
-1.69
-0.70
-0.70
-0.90
24
-1.69
-1.69
0.95
0.10
1.58
3.59
3.69
0.39
-1.69
-0.80
-0.70
-0.90
25
-1.69
-1.69
0.80
0.49
1.63
3.62
3.58
0.35
-1.69
-0.90
-0.80
-0.90
26
-1.69
-1.69
0.95
0.33
1.67
3.65
3.53
0.43
-1.69
-0.90
-0.85
-0.90
27
-1.69
-1.69
1.32
0.50
1.63
3.64
3.37
0.25
-1.69
-0.90
-0.90
-0.90
28
-1.69
-1.69
1.00
0.25
1.63
3.60
2.85
0.06
-1.69
-0.90
-0.90
-0.90
29
-1.69
-0.85
0.95
0.25
1.60
3.60
1.90
0.01
-1.69
-0.90
-0.90
30
-1.69
-0.80
0.85
0.53
1.49
3.65
1.95
-0.10
-1.69
-0.90
-0.90
31
-0.80
0.43
1.43
2.15
-1.69
-0.90
-0.90
----------
--------------
Mean
-1.41
-1.24
0.39
0.35
1.30
2.95
3.30
1.33
-1.42
-0.75
-0.86
-0.89
Max
-0.75
-0.41
1.32
1.07
2.05
3.65
3.70
2.80
-0.15
-0.45
-0.70
-0.80
3.70
Min
-1.69
-1.69
-0.80
-0.11
0.10
1.40
1.90
-0.10
-1.69
-0.90
-0.90
-0.90
-1.69
3.70
m. (MSL.) ,
0.00
m. (MSL.) ,
River Bed -1.70
m. (MSL.)
6.86
m. (MSL.) ,
6.84
m. (MSL.) ,
Drainage Area
Square Kilometers
at 18.00 Hours , on Oct 19 , 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Right Bank Elevation
Left Bank Elevation
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