Basic HTML Version
512
Location : on right bank at the bridge on road.
4,774
sq.km.
WATER YEAR : 2011
MAE KLONG RIVER BASIN
Khwae Noi River at Ban Lin Thin , Kanchanaburi (K.54)
Lat 14 - 32 - 04 N Long 98 - 47 - 30 E
Amphoe
Thong Pha Phum
Changwat
Kanchanaburi
Ban
Lin Thin
Drainge Area
Water - stage recorder
+60.540 m. (MSL.)
B.M.-H.D.
On right bank about 40 meters from the gage observer's house.
Elevation
Recording
Arithmetic means of 24 readings
1996 to date
+75.155 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
1996 to date
-
1996 to date
Stable.
No overbank flow.
Records good. Flow regulated by Khao Laem Dam.
Stage-discharge relation defined by 38 discharge measurements made in 2011
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
62.56
62.52
62.50
62.26
64.38
64.72
62.82
62.40
63.33
63.40
62.63
63.55
2
62.87
62.49
62.50
62.26
64.57
64.45
62.77
62.49
63.14
63.03
62.61
63.64
3
62.36
62.75
62.43
62.23
64.06
64.54
63.14
62.48
63.07
63.99
62.62
63.37
4
62.82
62.50
62.41
62.25
64.42
63.81
62.97
62.48
62.93
63.70
62.60
63.71
5
62.69
62.27
62.48
62.37
64.82
63.28
63.05
62.97
63.23
63.92
62.56
63.81
6
62.60
62.30
62.61
62.26
64.63
63.34
62.97
62.70
63.20
63.93
63.09
63.34
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Gage Height in Meter (MSL.) Water Year April 1, 2011 to March 31, 2012
7
62.80
62.25
62.50
62.25
64.84
63.54
63.17
62.95
63.27
64.09
63.49
63.67
8
62.54
62.26
62.51
62.55
64.65
63.59
63.77
63.21
63.09
62.90
63.66
63.57
9
62.55
62.33
62.44
62.55
64.82
63.57
63.37
63.10
63.12
62.77
63.71
63.52
10
62.59
62.62
62.46
62.48
64.90
63.50
63.58
63.12
63.11
62.63
63.79
63.74
11
62.88
62.72
62.42
62.57
65.04
63.48
63.82
63.33
63.02
62.60
63.85
63.53
12
62.84
62.64
62.46
62.60
64.73
64.47
63.83
63.11
63.18
62.77
63.48
63.49
13
62.60
62.74
62.48
62.88
64.56
63.81
63.27
63.11
63.27
62.45
63.55
63.55
14
62.83
62.48
62.23
63.07
64.77
63.97
63.02
63.27
63.20
62.62
63.52
63.57
15
62.84
62.60
62.21
63.26
64.58
64.58
63.08
62.74
63.11
62.66
63.49
63.93
16
62.85
62.61
62.23
63.17
64.75
64.50
63.19
63.11
63.10
62.66
63.67
64.19
17
62.85
62.51
62.30
63.50
64.83
64.56
63.48
63.04
63.34
62.67
63.57
63.88
18
63.03
62.54
62.33
63.45
64.63
63.65
63.59
63.01
62.75
62.89
63.61
63.87
19
62.50
62.57
62.37
63.19
64.52
64.11
63.66
63.17
63.30
62.63
63.31
63.89
20
62.75
62.53
62.33
62.94
64.68
64.49
63.65
62.85
63.22
62.67
63.46
64.03
21
62.65
62.40
62.24
63.54
64.72
64.33
63.47
63.10
63.16
62.65
63.71
63.65
22
62.68
62.38
62.20
63.51
64.69
64.42
63.21
63.15
63.13
62.59
63.47
63.80
23
62.43
62.86
62.20
63.78
64.66
64.45
63.25
63.02
63.10
62.75
63.53
63.74
24
62.60
62.41
62.20
63.26
64.42
64.43
63.04
63.13
63.12
62.72
63.56
63.86
25
62.57
62.39
62.17
63.64
64.84
63.79
63.27
63.01
63.23
62.55
63.57
64.01
26
62.73
62.60
62.14
63.42
64.66
63.82
62.86
62.93
63.03
62.56
63.31
63.87
27
62.42
62.50
62.33
63.41
64.43
64.21
63.23
63.14
63.24
62.65
63.65
64.07
28
62.76
62.70
62.62
63.52
63.54
63.60
63.12
63.24
63.08
62.66
63.43
63.91
29
62.60
62.38
62.40
63.32
63.42
62.91
63.09
62.91
63.14
62.57
63.54
64.01
30
62.61
62.55
62.30
63.48
64.78
62.63
63.03
63.08
62.85
62.59
64.07
31
62.58
63.43
64.49
62.44
63.47
62.72
63.92
----------
--------------
Mean
62.68
62.52
62.37
62.98
64.58
63.95
63.23
62.98
63.15
62.90
63.38
63.77
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Max
63.03
62.86
62.62
63.78
65.04
64.72
63.83
63.33
63.47
64.09
63.85
64.19
65.04
Min
62.36
62.25
62.14
62.23
63.42
62.63
62.44
62.40
62.75
62.45
62.56
63.34
62.14
65.88
m. (MSL.) ,
60.54
m. (MSL.) ,
River Bed 60.32
m. (MSL)
68.50
m. (MSL.) ,
71.05
m. (MSL.) ,
Drainage Area 4774
Square Kilometers
Left Bank Elevation
Right Bank Elevation
at 03.00 Hours , on Aug 11 , 2011
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation