Basic HTML Version
530
Location : on left bank at the bridge of Prachin Buri - Khao Yai Highway.
128
sq.km.
WATER YEAR : 2012
BANG PAKONG RIVER BASIN
Khlong Samo Pun at Ban Noen Hom , Prachin Buri (Ny.4)
Lat 14 - 17 - 27 N Long 101 - 24 - 25 E
Drainge Area
Amphoe
Mueang
Changwat
Prachin Buri
Ban
Noen Hom
Staff gage
+376.100 m. (MSL.)
B.M.-H.D.
On left bank at the abutment of the bridge.
Elevation
3-time daily readings at 06.00, 12.00 and 18.00 hours.
Arithmetic mean of 3 readings
1986 to date
Rating Operation
Period of Available Gage Records
Basis of Mean Daily Gage Height
Gage Reading Frequency
Zero Gage at Bottom
+382.580 m. (MSL.)
Type of Gage
Bench Mark
Location BM
1986 to date
-
1986 to date
Rather unstable.
No overbank flow.
Records good. Stage-discharge relation defined by 19 discharge measurements made in 2012.
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
376.34
376.38
376.92
376.95
377.32
377.57
377.07
376.79
376.57
376.48
376.41
376.35
2
376.34
376.38
377.66
376.93
377.16
377.48
376.89
376.78
376.57
376.47
376.40
376.35
3
376.34
376.37
376.96
377.02
377.03
377.27
376.90
376.77
376.54
376.47
376.40
376.38
4
376.35
376.36
377.14
377.00
377.00
377.16
376.89
376.75
376.53
376.47
376.39
376.38
5
376.34
376.36
377.31
377.71
376.98
377.08
376.89
376.75
376.52
376.46
376.39
376.38
6
376.34
376.40
377.19
378.03
376.98
377.17
376.89
376.75
376.50
376.46
376.39
376.38
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Gage Height in Meter (MSL.) Water Year April 1, 2012 to March 31, 2013
7
376.34
376.40
376.89
377.37
376.86
377.24
376.79
376.73
376.50
376.45
376.39
376.38
8
376.34
376.40
376.82
377.27
376.67
377.41
376.81
376.67
376.50
376.45
376.38
376.38
9
376.34
376.39
376.83
377.06
376.67
377.25
376.87
376.64
376.51
376.44
376.38
376.38
10
376.34
376.39
376.82
376.96
376.87
377.13
376.87
376.60
376.58
376.44
376.38
376.38
11
376.39
376.38
377.00
377.00
376.82
377.06
376.84
376.61
376.57
376.43
376.38
376.38
12
376.40
376.38
376.93
376.91
376.93
377.30
376.83
376.64
376.57
376.42
376.38
376.37
13
376.39
376.38
376.88
377.00
377.20
377.04
376.79
376.63
376.57
376.42
376.38
376.37
14
376.39
376.38
376.81
376.98
376.99
377.01
376.80
376.63
376.57
376.42
376.37
376.37
15
376.38
376.38
376.78
376.99
377.08
377.14
376.79
376.63
376.55
376.41
376.37
376.37
16
376.38
376.37
376.84
377.18
377.07
377.20
376.82
376.61
376.55
376.40
376.37
376.37
17
376.37
376.37
376.84
376.97
376.98
377.87
376.81
376.58
376.54
376.39
376.37
376.37
18
376.40
376.40
377.24
376.96
376.92
377.34
376.80
376.58
376.54
376.38
376.37
376.37
19
376.40
376.39
377.00
376.96
377.40
377.28
376.79
376.57
376.54
376.38
376.37
376.37
20
376.39
376.39
376.92
376.88
377.57
377.30
376.79
376.57
376.53
376.38
376.36
376.37
21
376.39
376.40
376.84
376.87
377.27
377.09
376.75
376.56
376.53
376.37
376.36
376.37
22
376.38
376.39
376.83
376.78
377.14
377.36
376.75
376.54
376.53
376.36
376.36
376.37
23
376.38
376.39
376.78
376.74
377.08
377.23
376.75
376.52
376.52
376.36
376.36
376.37
24
376.38
376.40
376.76
376.72
378.15
377.25
376.75
376.53
376.52
376.36
376.36
376.37
25
376.38
377.79
376.72
376.79
377.26
377.17
376.75
376.53
376.52
376.36
376.36
376.36
26
376.38
376.74
376.85
376.99
378.68
377.13
376.75
376.65
376.51
376.38
376.36
376.36
27
376.38
376.82
376.79
377.56
377.85
377.09
376.75
376.78
376.50
376.38
376.36
376.36
28
376.39
376.95
376.91
377.53
377.89
377.05
376.78
376.59
376.50
376.38
376.35
376.36
29
376.38
377.07
376.88
378.04
378.62
377.04
376.81
376.57
376.49
376.40
376.36
30
376.38
376.96
376.60
378.09
378.08
377.09
376.80
376.57
376.48
376.40
376.36
31
377.00
377.56
377.93
376.79
376.48
376.40
376.36
----------
--------------
Mean
376.37
376.53
376.92
377.15
377.30
377.23
376.82
376.64
376.53
376.41
376.38
376.37
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Max
376.40
377.79
377.66
378.09
378.68
377.87
377.07
376.79
376.58
376.48
376.41
376.38
378.68
Min
376.34
376.36
376.60
376.72
376.67
377.01
376.75
376.52
376.48
376.36
376.35
376.35
376.34
378.93
m. (MSL.) ,
376.10
m. (MSL.) ,
River Bed 375.06
m. (MSL.)
382.58
m. (MSL.) ,
383.58
m. (MSL.) ,
Drainage Area 128 Square Kilometers
at 06.00 Hours , on Aug 29 , 2012
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Right Bank Elevation
Left Bank Elevation