Basic HTML Version
508
Location : on right bank at the bridge on Kanchanaburi - Thong Pha Phum Highway from Tambon Tha Khanun.
123
sq.km.
Drainge Area
WATER YEAR : 2011
MAE KLONG RIVER BASIN
Huai Diso at Ban Hin Laem , Kanchanaburi (K.50)
Lat 14 - 38 - 39 N Long 98 - 42 - 04 E
Amphoe
Thong Pha Phum
Changwat
Kanchanaburi
Ban
Hin Laem
Staff gage
+79.811 m. (MSL.)
B.M.-H.D.
On left bank at the abutment of the bridge.
Elevation
5-time daily reading at 06.00, 09.00, 12.00, 15.00 and 18.00 hours.
Arithmetic means of 5 readings
1986 to date
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
+85.827 m. (MSL.)
1987 , 1996 to date
-
1987, 1996 to date
Stable.
No overbank flow.
Records good. Stage-discharge relation defined by 43 discharge measurements made in 2011
Period of Rating
Rated by Flot
Rated by Current Meter
Stability of Channel Regimes
Overbank Flow Conditions
General Description
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
80.46
80.52
80.54
80.68
81.99
81.12
80.82
80.68
80.56
80.50
80.49
80.46
2
80.46
80.51
80.50
80.66
81.95
81.19
80.79
80.67
80.56
80.50
80.49
80.46
3
80.46
80.51
80.51
80.62
81.78
81.19
80.77
80.67
80.55
80.50
80.55
80.46
4
80.48
80.49
80.51
80.61
81.32
81.09
80.83
80.67
80.55
80.52
80.56
80.46
5
80.48
80.78
80.50
81.19
81.16
81.09
80.87
80.66
80.55
80.52
80.57
80.46
6
80.49
80.71
80.50
80.73
81.04
80.95
80.78
80.66
80.55
80.81
80.53
80.46
Gage Height in Meter (MSL.) Water Year April 1, 2011 to March 31, 2012
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
7
80.49
80.64
80.49
80.65
80.94
80.91
81.41
80.66
80.54
80.64
80.52
80.46
8
80.49
80.78
80.47
80.63
81.25
81.11
81.16
80.66
80.54
80.55
80.51
80.45
9
80.48
80.65
80.47
80.63
81.34
81.03
81.34
80.65
80.53
80.51
80.50
80.45
10
80.50
80.80
80.49
80.62
81.29
82.03
81.12
80.65
80.53
80.51
80.50
80.44
11
80.50
80.71
80.48
80.69
81.20
82.26
80.87
80.64
80.53
80.52
80.50
80.44
12
80.49
80.67
80.48
80.73
81.14
82.00
80.82
80.64
80.52
80.52
80.50
80.44
13
80.49
80.63
80.49
80.65
81.07
81.83
80.88
80.64
80.52
80.51
80.51
80.44
14
80.48
80.55
80.50
80.62
80.88
81.47
80.82
80.63
80.52
80.51
80.50
80.44
15
80.46
80.55
80.50
80.72
80.81
81.25
80.91
80.62
80.53
80.51
80.49
80.44
16
80.45
80.54
80.55
80.68
81.05
81.23
82.09
80.62
80.52
80.50
80.48
80.52
17
80.44
80.53
80.73
80.66
80.92
81.25
81.24
80.62
80.52
80.50
80.48
80.50
18
80.43
80.52
80.79
80.64
80.92
81.13
80.97
80.61
80.52
80.50
80.48
80.49
19
80.42
80.67
80.75
80.63
80.79
81.03
80.90
80.61
80.52
80.50
80.60
80.48
20
80.42
80.64
80.73
80.71
80.79
80.98
80.83
80.61
80.52
80.50
80.54
80.46
21
80.42
80.61
80.69
81.73
80.81
80.98
80.81
80.60
80.51
80.50
80.52
80.46
22
80.41
80.58
80.68
81.56
80.76
81.07
80.79
80.59
80.51
80.49
80.51
80.46
23
80.50
80.55
80.64
81.22
80.71
80.92
80.78
80.59
80.51
80.49
80.49
80.45
24
80.49
80.55
80.60
80.93
80.73
80.89
80.76
80.59
80.51
80.49
80.49
80.44
25
80.47
80.54
80.59
80.78
80.66
80.88
80.74
80.59
80.51
80.49
80.49
80.43
26
80.46
80.62
80.58
80.80
80.63
80.87
80.73
80.59
80.50
80.49
80.49
80.42
27
80.45
80.78
81.09
80.83
80.61
80.83
80.73
80.59
80.50
80.49
80.49
80.46
28
80.44
80.70
81.12
80.75
81.22
80.88
80.71
80.59
80.50
80.49
80.48
80.45
29
80.44
80.68
80.85
80.69
81.99
80.82
80.70
80.57
80.50
80.49
80.46
80.45
30
80.48
80.62
80.74
80.99
81.29
80.79
80.70
80.56
80.50
80.49
80.44
31
80.59
81.51
81.29
80.69
80.50
80.48
80.43
----------
--------------
Mean
80.46
80.62
80.62
80.82
81.11
81.17
80.91
80.62
80.52
80.52
80.51
80.45
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Max
80.50
80.80
81.12
81.73
81.99
82.26
82.09
80.68
80.56
80.81
80.60
80.52
82.26
Min
80.41
80.49
80.47
80.61
80.61
80.79
80.69
80.56
80.50
80.48
80.46
80.42
80.41
82.32
m. (MSL.) ,
79.81
m. (MSL.) ,
River Bed 80.06
m. (MSL)
84.85
m. (MSL.) ,
84.96
m. (MSL.) ,
Drainage Area 123 Square Kilometers
at 06.00 Hours , on Sep 12 , 2011
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation