Basic HTML Version
508
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i h b k
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WATER YEAR : 2013
MAE KLONG RIVER BASIN
Huai Bong Ti at Ban Bong Ti , Kanchanaburi (K.32A)
Lat 14 - 16 - 27 N Long 98 - 56 - 04 E
Locat on : on r g t an at Ban Bong T .
518
sq.km.
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
Drainge Area
Bench Mark
Location BM
Gage Reading Frequency
Zero Gage at Bottom
Type of Gage
+90.239 m. (MSL.)
Amphoe
Sai Yok
Changwat
Kanchanaburi
Ban
Bong Ti
Arithmetic mean of 24 readings
1984 to date
1984 to date
-
1984 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. Stage-discharge relation defined by 63 discharge measurements made in 2013
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
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-----------------
1
84.42
84.47
84.59
84.68
87.03
85.10
85.40
85.05
84.90
84.71
84.62
84.57
2
84.42
84.47
84.63
84.66
86.30
85.18
85.43
85.02
84.88
84.71
84.62
84.56
3
84.42
84.46
84.58
84.64
85.89
85.28
85.45
84.99
84.86
84.71
84.62
84.56
Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
General Description
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4
84.42
84.45
84.61
84.64
85.71
85.21
86.04
84.95
84.86
84.70
84.61
84.55
5
84.41
84.45
84.86
85.11
85.49
85.10
86.02
84.91
84.85
84.70
84.60
84.55
6
84.41
84.44
84.72
85.15
85.37
85.06
85.95
84.91
84.85
84.69
84.60
84.55
7
84.41
84.43
84.66
85.20
85.25
85.06
85.90
84.88
84.83
84.69
84.60
84.56
8
84.40
84.43
84.66
85.15
85.18
85.46
85.88
85.03
84.83
84.69
84.59
84.55
9
84.40
84.43
84.61
85.14
85.15
85.35
85.92
87.23
84.82
84.68
84.59
84.54
10
84.40
84.45
84.59
85.19
85.13
85.26
85.81
86.27
84.82
84.68
84.59
84.54
11
84.40
84.49
84.63
85.28
85.09
86.82
85.67
85.87
84.81
84.68
84.58
84.53
12
84 40
84 48
84 61
85 32
85 12
86 25
85 52
85 64
84 80
84 67
84 58
84 53
.
.
.
.
.
.
.
.
.
.
.
.
13
84.40
84.47
84.86
85.11
85.14
86.03
85.47
85.50
84.80
84.67
84.58
84.53
14
84.40
84.47
84.89
84.99
85.67
86.26
85.37
85.46
84.79
84.66
84.58
84.52
15
84.40
84.48
84.77
84.90
85.58
86.13
85.36
85.39
84.79
84.66
84.58
84.52
16
84.41
84.46
84.72
84.93
85.39
86.03
85.24
85.33
84.79
84.65
84.61
84.54
17
84.40
84.47
84.69
84.85
85.27
86.29
85.27
85.30
84.78
84.65
84.81
84.55
18
84.40
84.58
84.71
84.81
85.20
86.10
86.18
85.23
84.77
84.65
84.68
84.55
19
84.40
84.81
84.72
84.77
85.15
85.94
85.91
85.11
84.76
84.65
84.65
84.64
20
84.45
84.65
84.72
84.77
85.08
86.11
85.76
85.07
84.75
84.64
84.63
84.67
21
84.44
84.59
84.76
84.74
85.08
86.57
85.64
85.06
84.75
84.64
84.61
84.67
22
84.42
84.56
84.85
84.72
85.15
86.50
85.60
85.05
84.75
84.64
84.60
84.68
23
84.56
84.54
84.86
84.71
85.81
86.42
85.47
85.02
84.74
84.64
84.60
84.65
24
84.52
84.58
84.90
84.83
85.88
86.22
85.38
85.01
84.74
84.64
84.59
84.65
25
84.49
84.55
84.88
85.09
85.74
86.00
85.32
85.01
84.74
84.64
84.59
84.73
26
84.50
84.60
84.83
85.06
85.59
85.79
85.31
84.99
84.74
84.64
84.58
84.69
27
84.54
84.57
84.78
84.96
85.43
85.66
85.24
84.97
84.73
84.64
84.58
84.65
28
84.50
84.54
84.74
85.14
85.30
85.53
85.18
84.95
84.73
84.64
84.57
84.63
29
84.48
84.53
84.72
86.68
85.21
85.46
85.15
84.92
84.72
84.64
84.61
30
84.48
84.53
84.70
86.88
85.16
85.47
85.12
84.92
84.72
84.64
84.59
31
84.61
87.37
85.17
85.08
84.72
84.63
84.58
----------
--------------
Mean
84.44
84.52
84.73
85.14
85.44
85.79
85.55
85.23
84.79
84.66
84.61
84.59
Max
84.56
84.81
84.90
87.37
87.03
86.82
86.18
87.23
84.90
84.71
84.81
84.73
87.37
Min
84.40
84.43
84.58
84.64
85.08
85.06
85.08
84.88
84.72
84.63
84.57
84.52
84.40
87.70
m. (MSL.) ,
84.19
m. (MSL.) ,
River Bed 84.52
m. (MSL.)
90.31
m. (MSL.) ,
91.76
m. (MSL.) ,
Drainage Area 518 Square Kilometers
at 21.00 Hours , on Jul 30 , 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation
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