Basic HTML Version
444
Location : on right bank at Ban Pho Kaoton.
Changwat
Sing Buri
3,307
sq.km.
WATER YEAR : 2014
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
Amphoe
Mueang
Ban
Pho Kaoton
Drainge Area
Water - stage recorder
+0.000 m. (MSL.)
B.M.-H.D.
On right bank near the automatic gage buiding
Elevation
Recording
Arithmetic mean of 24 readings
1999 to date
Rating Operation
+5.210 m. (MSL.)
Period of Available Gage Records
Bench Mark
Location BM
Type of Gage
Basis of Mean Daily Gage Height
Gage Reading Frequency
Zero Gage at Bottom
2013 to date
-
2013 to date
Fairly stable.
No overbank flow.
Records good. Stage-discharge relation defined by 5 discharge measurements made in 2014.
Rated by Current Meter
Stability of Channel Regimes
Overbank Flow Conditions
General Description
Period of Rating
Rated by Flot
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
1.50
1.36
3.03
2.55
2.80
4.60
4.33
4.04
1.90
1.43
1.35
1.26
2
1.50
1.35
2.95
2.48
2.95
4.69
3.73
4.35
1.80
1.43
1.35
1.28
3
1.50
1.35
2.86
2.05
3.20
4.85
3.74
4.48
1.73
1.45
1.35
1.33
4
1.50
1.35
2.58
1.93
3.45
5.00
3.65
4.55
1.52
1.45
1.35
1.43
5
1.50
1.35
2.39
2.00
2.55
5.10
3.43
4.56
1.65
1.45
1.35
1.53
6
1.50
1.35
2.00
1.95
2.27
5.09
3.00
4.48
1.65
1.45
1.35
1.63
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Gage Height in Meter (MSL.) Water Year April 1, 2014 to March 31, 2015
7
1.50
1.50
2.00
1.75
2.78
5.10
2.95
4.53
1.62
1.45
1.35
1.73
8
1.50
2.00
2.00
1.57
3.20
5.09
2.80
4.62
1.62
1.45
1.35
1.84
9
1.55
2.20
2.00
1.50
3.75
5.00
2.90
4.68
1.61
1.45
1.34
1.96
10
1.50
2.53
2.15
1.50
3.58
5.00
2.82
4.95
1.55
1.45
1.34
1.97
11
1.50
2.90
2.36
1.58
4.05
4.52
2.91
5.35
1.55
1.45
1.32
1.80
12
1.50
2.50
2.40
1.84
4.05
4.20
2.95
5.40
1.55
1.45
1.32
1.79
13
1.50
2.50
2.41
1.95
3.75
3.50
3.40
4.77
1.55
1.50
1.32
1.76
14
1.53
2.48
2.75
1.83
3.62
3.24
3.40
4.47
1.55
1.50
1.32
1.75
15
1.60
2.70
2.88
1.69
3.82
3.75
3.33
4.33
1.55
1.50
1.32
1.75
16
1.60
2.80
2.88
1.50
4.33
3.88
3.35
4.05
1.55
1.50
1.30
1.75
17
1.55
3.35
2.85
1.48
5.08
3.84
3.13
3.85
1.53
1.50
1.30
1.73
18
1.55
3.15
3.00
1.40
5.20
3.69
3.03
3.60
1.53
1.50
1.30
1.68
19
1.50
2.95
3.29
1.40
5.27
3.75
2.93
3.05
1.45
1.50
1.30
1.66
20
1.50
2.90
3.16
1.45
5.25
3.75
2.70
3.13
1.43
1.50
1.30
1.65
21
1.45
3.00
2.90
1.45
5.17
3.75
2.55
3.37
1.40
1.50
1.30
1.65
22
1.45
3.05
2.70
1.45
5.11
3.44
2.73
3.12
1.40
1.45
1.25
1.65
23
1.40
3.03
2.70
1.45
5.05
3.64
2.80
2.75
1.40
1.40
1.25
1.65
24
1.40
2.70
2.00
1.45
5.00
3.45
2.93
3.39
1.39
1.40
1.24
1.65
25
1.40
2.50
1.80
1.48
4.85
3.50
3.30
2.77
1.39
1.40
1.24
1.65
26
1.40
2.54
1.75
1.55
4.53
3.75
4.40
2.51
1.38
1.39
1.24
1.65
27
1.40
2.39
1.80
1.63
4.46
4.25
4.30
2.46
1.37
1.39
1.24
1.65
28
1.35
1.87
2.05
1.65
4.50
4.48
4.08
2.35
1.37
1.38
1.24
1.65
29
1.35
1.87
2.20
1.69
4.57
4.23
3.95
2.05
1.36
1.38
1.65
30
1.35
2.35
2.69
1.69
4.58
4.28
3.81
1.95
1.36
1.37
1.63
31
2.75
1.69
4.52
3.65
1.35
1.37
1.63
----------
--------------
Mean
1.48
2.34
2.48
1.70
4.11
4.21
3.32
3.80
1.52
1.44
1.31
1.66
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Max
1.60
3.35
3.29
2.55
5.27
5.10
4.40
5.40
1.90
1.50
1.35
1.97
5.40
Min
1.35
1.35
1.75
1.40
2.27
3.24
2.55
1.95
1.35
1.37
1.24
1.26
1.24
5.59
m. (MSL.) ,
0.00
m. (MSL.) ,
River Bed 0.67
m. (MSL.)
9.82
m. (MSL.) ,
9.81
m. (MSL.) ,
Drainage Area 3307 Square Kilometers
at 06.00 Hours , on Nov 12 , 2014
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Right Bank Elevation
Left Bank Elevation