Basic HTML Version
508
Location : on right bank at Ban Bong Ti.
518
sq.km.
WATER YEAR : 2014
MAE KLONG RIVER BASIN
Huai Bong Ti at Ban Bong Ti , Kanchanaburi (K.32A)
Lat 14 - 16 - 27 N Long 98 - 56 - 04 E
Amphoe
Sai Yok
Changwat
Kanchanaburi
Ban
Bong Ti
Drainge Area
Water - stage recorder
+84.191 m. (MSL.)
B.M.-H.D.
On right bank about 6.50 meters from the top staff gage.
Elevation
Recording
Arithmetic mean of 24 readings
1984 to date
+90.239 m. (MSL.)
Rating Operation
Period of Available Gage Records
Bench Mark
Location BM
Basis of Mean Daily Gage Height
Gage Reading Frequency
Zero Gage at Bottom
Type of Gage
1984 to date
-
1984 to date
Stable.
No overbank flow.
Records good. Stage-discharge relation defined by 29 discharge measurements made in 2014.
Overbank Flow Conditions
General Description
Period of Rating
Rated by Flot
Rated by Current Meter
Stability of Channel Regimes
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
84.57
84.60
84.61
84.66
84.65
84.92
84.92
85.00
84.67
84.55
84.51
84.42
2
84.56
84.59
84.68
84.65
84.68
84.94
85.31
85.05
84.69
84.55
84.50
84.42
3
84.56
84.57
84.73
84.65
84.68
84.90
85.19
85.12
84.67
84.55
84.50
84.42
4
84.59
84.56
84.66
84.64
84.72
84.87
84.99
85.59
84.67
84.55
84.49
84.42
5
84.87
84.55
84.66
84.62
84.88
84.83
84.91
85.82
84.67
84.54
84.49
84.42
6
84.75
84.55
84.65
84.61
84.86
84.80
85.08
85.73
84.67
84.54
84.49
84.41
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Gage Height in Meter (MSL.) Water Year April 1, 2014 to March 31, 2015
7
84.71
84.61
84.62
84.60
84.83
84.78
85.12
85.65
84.66
84.54
84.48
84.42
8
84.68
84.71
84.61
84.59
84.88
84.76
85.20
85.48
84.64
84.55
84.48
84.42
9
84.65
84.72
84.62
84.62
84.94
84.75
86.42
85.41
84.64
84.65
84.47
84.43
10
84.63
84.68
84.61
84.65
84.89
84.74
86.18
85.32
84.63
84.65
84.47
84.44
11
84.62
84.65
84.62
84.68
84.84
84.73
85.81
85.23
84.63
84.62
84.46
84.45
12
84.60
84.63
84.62
84.69
84.81
84.84
85.60
85.12
84.63
84.61
84.45
84.44
13
84.60
84.62
84.63
84.68
84.78
84.80
85.47
85.07
84.62
84.59
84.45
84.49
14
84.60
84.62
84.65
84.67
84.75
84.80
85.34
85.01
84.61
84.58
84.45
84.46
15
84.73
84.61
84.66
84.69
84.77
84.75
85.24
84.96
84.60
84.57
84.44
84.45
16
84.69
84.59
84.65
84.70
84.88
84.71
85.13
84.93
84.60
84.56
84.44
84.44
17
84.69
84.57
84.65
84.67
85.04
84.69
85.06
84.90
84.60
84.56
84.44
84.43
18
84.69
84.58
84.74
84.67
84.87
84.69
84.99
84.87
84.60
84.55
84.44
84.43
19
84.66
84.59
84.83
84.68
84.85
84.68
84.95
84.83
84.59
84.55
84.44
84.43
20
84.64
84.57
84.77
84.70
84.81
84.66
84.90
84.81
84.58
84.54
84.44
84.43
21
84.65
84.55
84.72
84.69
84.83
84.64
84.86
84.81
84.58
84.54
84.44
84.43
22
84.66
84.57
84.70
84.70
84.85
84.62
84.89
84.79
84.58
84.54
84.45
84.43
23
84.63
84.59
84.69
84.72
84.81
84.61
85.33
84.77
84.58
84.53
84.45
84.43
24
84.62
84.63
84.68
84.71
84.83
84.60
85.45
84.76
84.58
84.53
84.44
84.43
25
84.61
84.59
84.67
84.69
84.83
84.61
85.37
84.73
84.57
84.52
84.44
84.44
26
84.70
84.62
84.68
84.68
84.80
84.64
85.36
84.72
84.57
84.52
84.43
84.43
27
84.66
84.67
84.72
84.68
84.82
84.67
85.33
84.71
84.56
84.52
84.43
84.43
28
84.72
84.74
84.69
84.69
85.14
84.68
85.21
84.73
84.56
84.52
84.42
84.43
29
84.66
84.68
84.67
84.69
84.95
84.93
85.13
84.72
84.56
84.51
84.71
30
84.63
84.66
84.68
84.68
84.88
84.93
85.08
84.70
84.56
84.51
84.62
31
84.64
84.66
84.86
85.05
84.56
84.51
84.63
----------
--------------
Mean
84.65
84.62
84.67
84.67
84.84
84.75
85.25
85.04
84.61
84.55
84.46
84.45
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Max
84.87
84.74
84.83
84.72
85.14
84.94
86.42
85.82
84.69
84.65
84.51
84.71
86.42
Min
84.56
84.55
84.61
84.59
84.65
84.60
84.86
84.70
84.56
84.51
84.42
84.41
84.41
86.72
m. (MSL.) ,
84.19
m. (MSL.) ,
River Bed 84.77
m. (MSL.)
90.38
m. (MSL.) ,
91.80
m. (MSL.) ,
Drainage Area 518 Square Kilometers
Left Bank Elevation
Right Bank Elevation
at 11.00 Hours , on Oct 9 , 2014
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation