Basic HTML Version
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WATER YEAR : 2013
MAE KLONG RIVER BASIN
Khwae Noi River at Ban Lin Thin , Kanchanaburi (K.54)
Lat 14 - 32 - 04 N Long 98 - 47 - 30 E
Locat on : on r g t an at t e r ge on roa .
4,774
sq.km.
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
Drainge Area
Bench Mark
Location BM
Gage Reading Frequency
Zero Gage at Bottom
Type of Gage
+75.155 m. (MSL.)
Amphoe
Thong Pha Phum
Changwat
Kanchanaburi
Ban
Lin Thin
Arithmetic mean of 24 readings
1996 to date
1996 to date
-
1996 to date
Stable.
No overbank flow.
Rating Operation
Period of Rating
Rated by Flot
Period of Available Gage Records
Basis of Mean Daily Gage Height
Rated by Current Meter
Stability of Channel Regimes
Overbank Flow Conditions
Records good. Flow regulated by Khao Laem Dam.
Stage-discharge relation defined by 30 discharge measurements made in 2013
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
64.14
64.42
63.35
62.97
62.75
63.44
63.51
62.99
62.53
62.60
63.54
63.47
2
64.39
64.29
63.06
62.52
62.81
63.79
63.53
62.72
62.80
62.70
63.29
63.47
3
64.36
64.02
63.30
62.48
62.99
63.57
63.72
62.64
62.65
63.11
63.86
63.79
Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
General Description
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4
64.20
64.34
63.07
62.41
62.92
63.70
63.83
62.82
62.54
62.85
63.38
63.09
5
65.04
64.16
63.17
62.55
63.47
63.84
63.49
62.71
62.47
63.13
63.50
63.79
6
64.60
63.63
63.32
62.44
63.44
63.72
63.38
62.71
62.80
63.32
63.46
63.51
7
64.90
63.67
63.34
62.48
63.35
63.79
63.75
62.69
62.55
63.66
63.67
63.69
8
64.64
63.78
63.18
62.66
63.57
63.45
62.84
62.65
62.53
63.55
63.64
63.60
9
64.81
63.76
63.15
62.57
63.45
64.32
62.85
62.85
62.74
63.35
63.32
64.15
10
64.69
63.80
63.15
62.68
63.40
63.81
62.96
62.61
62.66
63.67
63.61
63.59
11
65.02
63.77
62.99
62.47
63.38
64.09
62.94
62.97
62.56
63.73
63.55
63.57
12
64 56
63 66
63 05
62 61
63 53
64 22
63 23
62 61
62 66
63 24
63 67
63 63
.
.
.
.
.
.
.
.
.
.
.
.
13
64.25
63.68
62.66
62.56
63.73
64.27
63.29
62.63
62.66
63.47
63.58
63.61
14
64.26
63.61
62.65
62.42
63.22
63.91
63.47
62.76
62.52
63.60
63.68
63.63
15
64.31
63.72
62.35
62.70
63.33
63.76
63.39
62.71
62.62
63.37
63.44
63.58
16
64.07
63.76
62.46
62.52
63.32
63.99
63.24
62.56
62.73
63.19
63.51
63.68
17
64.40
63.76
62.67
62.54
63.18
64.38
63.51
62.68
62.58
63.31
63.62
63.52
18
64.65
63.81
62.52
62.62
63.07
64.09
64.05
62.84
62.63
63.28
63.35
63.44
19
64.22
63.52
62.53
62.49
63.62
64.24
63.52
62.64
62.50
63.28
63.80
63.71
20
64.41
63.62
62.44
62.60
63.56
64.58
63.32
62.67
62.69
63.63
63.52
63.57
21
64.05
63.77
62.49
62.49
63.78
64.72
63.58
62.66
62.45
63.42
63.69
63.58
22
64.42
63.75
62.51
62.58
63.95
64.14
63.35
62.67
62.60
63.76
63.54
63.85
23
64.56
63.79
62.50
63.00
64.47
63.69
63.29
62.68
62.73
63.63
63.98
63.34
24
64.14
63.92
62.84
63.02
64.25
63.29
63.51
62.50
62.66
63.57
63.50
63.57
25
64.58
63.76
62.98
63.23
63.84
63.36
63.30
62.76
62.54
63.53
63.73
63.58
26
64.13
63.61
63.00
63.42
63.88
63.26
63.51
62.64
62.50
63.61
63.76
63.67
27
64.30
63.42
63.34
63.32
63.85
63.16
63.18
62.71
62.65
63.54
63.49
63.65
28
64.16
63.05
63.31
63.60
63.89
63.05
63.43
62.60
62.55
63.64
63.65
63.67
29
64.04
63.34
63.12
65.12
63.95
63.32
63.33
62.52
62.58
63.78
63.48
30
64.19
63.40
62.83
63.82
63.87
63.49
63.18
62.69
62.61
63.54
63.60
31
63.35
63.71
63.97
63.32
62.60
63.68
63.63
----------
--------------
Mean
64.42
63.74
62.91
62.86
63.54
63.81
63.38
62.70
62.61
63.41
63.58
63.60
Max
65.04
64.42
63.35
65.12
64.47
64.72
64.05
62.99
62.80
63.78
63.98
64.15
65.12
Min
64.04
63.05
62.35
62.41
62.75
63.05
62.84
62.50
62.45
62.60
63.29
63.09
62.35
66.35
m. (MSL.) ,
60.54
m. (MSL.) ,
River Bed 59.55
m. (MSL.)
72.09
m. (MSL.) ,
73.15
m. (MSL.) ,
Drainage Area 4774
Square Kilometers
at 05.00 Hours , on Jul 29 , 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation
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