Basic HTML Version
404
Location : on right bank at Ban Bang Phutsa
118,752 sq.km.
WATER YEAR : 2012
CHAO PHRAYA RIVER BASIN
Chao Phraya River at Ban Bang Phutsa, Sing Buri (C.3)
Lat 14 - 53 - 50 N Long 100 - 24 - 18 E
Drainge Area
Amphoe
Mueang
Changwat
Sing Buri
Ban
Bang Phutsa
Water - stage recorder
+0.000 m. (MSL.)
B.M.-H.D.
On right bank at the bridge
Elevation
Recording
Arithmetic mean of 24 readings
1950 to date
Rating Operation
Period of Available Gage Records
Basis of Mean Daily Gage Height
Gage Reading Frequency
Zero Gage at Bottom
+11.880 m. (MSL.)
Type of Gage
Bench Mark
Location BM
1950 to date
-
1950 to date
Fairly stable
No overbank flow.
Records good. Stage-discharge relation defined by 25 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
2.03
1.55
3.86
2.87
4.41
5.97
9.14
2.92
2.29
1.80
1.74
1.66
2
2.01
1.53
4.08
2.77
4.66
6.61
9.12
2.79
2.32
1.79
1.78
1.61
3
2.01
1.53
4.30
2.70
4.87
7.01
9.09
2.73
2.41
1.77
1.79
1.59
4
2.00
1.53
4.65
2.68
4.90
7.24
9.03
2.75
2.52
1.73
1.88
1.61
5
2.10
1.53
4.96
2.71
4.65
7.09
9.01
3.68
2.55
1.71
1.95
1.66
6
2.03
1.55
4.78
2.75
4.40
7.22
9.00
5.31
2.54
1.70
1.98
1.79
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Gage Height in Meter (MSL.) Water Year April 1, 2012 to March 31, 2013
7
1.95
1.55
4.92
2.80
4.03
7.77
8.99
5.86
2.59
1.68
1.99
1.80
8
1.93
1.93
5.06
3.26
3.70
8.33
9.00
4.40
2.69
1.73
1.99
1.76
9
2.11
2.17
5.73
4.03
3.28
9.11
9.05
3.07
2.72
1.77
1.96
1.73
10
2.14
2.25
5.82
4.14
3.12
10.11
9.30
2.64
2.51
1.82
1.90
1.73
11
2.05
2.31
6.00
4.05
2.94
10.35
9.63
2.65
2.41
1.82
1.87
1.70
12
2.07
3.55
5.87
3.98
2.92
10.37
9.78
2.61
2.31
1.89
1.90
1.74
13
3.00
4.75
5.84
4.15
2.80
10.45
9.81
2.61
2.17
1.94
1.91
1.70
14
4.05
4.87
5.95
4.20
3.07
10.58
9.60
2.48
2.02
1.93
1.90
1.67
15
4.31
4.93
6.03
4.14
3.24
10.51
9.16
2.36
1.97
1.92
1.86
1.59
16
4.15
4.55
5.90
3.88
3.43
10.31
8.57
2.30
1.96
1.90
1.85
1.60
17
3.53
4.31
5.78
3.62
3.27
10.05
7.91
2.34
1.90
1.87
1.86
1.65
18
2.63
3.81
5.62
3.36
3.27
9.98
7.29
2.31
1.87
1.82
1.86
1.66
19
2.55
3.71
5.26
3.44
3.32
9.97
6.96
2.34
1.90
1.62
1.83
1.64
20
2.53
3.86
4.63
3.52
3.31
9.98
6.59
2.40
1.84
1.65
1.84
1.64
21
2.55
3.87
3.84
3.41
3.31
10.16
6.27
2.44
1.81
1.72
1.76
1.63
22
2.94
3.98
3.23
3.29
3.40
10.18
5.85
2.45
1.80
1.73
1.69
1.61
23
3.33
4.06
3.23
3.32
3.56
10.16
5.36
2.48
1.82
1.66
1.65
1.61
24
3.30
3.97
3.35
3.08
3.45
10.01
4.97
2.50
1.87
1.64
1.68
1.59
25
2.70
3.80
3.40
2.87
3.29
9.78
4.68
2.41
1.96
1.63
1.69
1.55
26
2.42
3.69
3.28
2.76
3.10
9.41
4.10
2.40
1.93
1.65
1.66
1.57
27
2.09
3.40
3.57
2.69
3.15
9.23
3.58
2.42
1.84
1.68
1.67
1.58
28
1.85
3.29
3.33
2.65
3.70
9.19
3.55
2.32
1.84
1.67
1.65
1.54
29
1.83
2.85
2.84
2.68
4.23
9.14
3.57
2.35
1.82
1.70
1.56
30
1.79
2.72
2.79
2.93
4.71
9.13
3.45
2.33
1.78
1.71
1.55
31
2.96
3.91
5.30
3.21
1.79
1.71
1.57
----------
--------------
Mean
2.53
3.11
4.60
3.31
3.70
9.18
7.25
2.82
2.12
1.75
1.82
1.64
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Max
4.31
4.93
6.03
4.20
5.30
10.58
9.81
5.86
2.72
1.94
1.99
1.80
10.58
Min
1.79
1.53
2.79
2.65
2.80
5.97
3.21
2.30
1.78
1.62
1.65
1.54
1.53
10.60
m. (MSL.) ,
0.00
m. (MSL.) ,
River Bed -2.27
m. (MSL.)
13.34
m. (MSL.) ,
13.69
m. (MSL.) ,
Drainage Area 118752 Square Kilometers
at 12.00 Hours , on Sep 14 , 2012
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Right Bank Elevation
Left Bank Elevation