Basic HTML Version
526
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WATER YEAR : 2013
MAE KLONG RIVER BASIN
Huai Kui Mang at Ban Kui Mang , Kanchanaburi (K.60)
Lat 14 - 37 - 32 N Long 98 - 43 - 50 E
Locat on : on r g t an at t e r ge on roa .
128
sq.km.
Staff gage
+73.675 m. (MSL.)
B.M.-H.D.
On right bank about 15 meters from the top staff gage.
Elevation
5-time daily reading at 06.00, 09.00, 12.00, 15.00 and 18.00 hours
Bench Mark
Location BM
Gage Reading Frequency
Zero Gage at Bottom
Type of Gage
Amphoe
Thong Pha Phum
Changwat
Kanchanaburi
Ban
Kui Mang
Drainge Area
+82.022 m. (MSL.)
Arithmetic mean of 5 readings
2000 to date
2000 to date
-
2000 to date
Stable.
No overbank flow.
Rating Operation
Period of Rating
Rated by Flot
Period of Available Gage Records
Rated by Current Meter
Stability of Channel Regimes
Overbank Flow Conditions
Basis of Mean Daily Gage Height
Records good. Stage-discharge relation defined by 33 discharge measurements made in 2013
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
74.36
74.35
74.40
74.55
75.62
74.75
75.06
74.75
74.65
74.60
74.57
74.51
2
74.35
74.35
74.43
74.54
75.50
74.72
75.03
74.75
74.65
74.60
74.57
74.51
3
74.35
74.35
74.45
74.53
75.44
74.74
75.31
74.74
74.65
74.60
74.57
74.51
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Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
General Description
4
74.35
74.39
74.44
74.52
75.39
74.74
75.22
74.74
74.64
74.60
74.57
74.51
5
74.34
74.37
74.42
74.54
75.31
74.75
75.17
74.73
74.64
74.60
74.57
74.51
6
74.34
74.36
74.43
74.59
75.26
75.08
75.12
74.73
74.64
74.60
74.57
74.51
7
74.34
74.38
74.41
74.60
75.20
75.17
75.20
74.72
74.64
74.60
74.56
74.51
8
74.33
74.37
74.48
74.66
75.09
75.17
75.22
74.72
74.64
74.60
74.56
74.51
9
74.33
74.37
74.46
74.69
74.92
75.79
75.04
75.22
74.63
74.60
74.56
74.51
10
74.33
74.36
74.48
74.73
74.82
75.14
74.94
74.76
74.63
74.59
74.56
74.51
11
74.33
74.35
74.50
74.62
74.78
75.16
74.88
74.72
74.63
74.59
74.56
74.50
12
74 33
74 35
74 51
74 63
74 86
76 33
74 87
74 71
74 63
74 59
74 55
74 50
.
.
.
.
.
.
.
.
.
.
.
.
13
74.33
74.35
74.54
74.60
74.92
75.27
74.85
74.71
74.63
74.59
74.55
74.50
14
74.33
74.37
74.57
74.58
74.99
75.18
74.98
74.71
74.63
74.59
74.55
74.50
15
74.32
74.36
74.54
74.60
75.18
75.15
74.93
74.72
74.63
74.59
74.54
74.50
16
74.32
74.36
74.52
74.60
75.01
75.50
74.87
74.72
74.63
74.59
74.54
74.53
17
74.35
74.35
74.52
74.63
74.97
75.55
74.86
74.71
74.63
74.59
74.54
74.52
18
74.38
74.35
74.55
74.59
74.93
75.36
75.98
74.70
74.63
74.59
74.54
74.52
19
74.38
74.47
74.54
74.64
74.90
75.52
75.05
74.69
74.62
74.59
74.54
74.59
20
74.37
74.45
74.52
74.63
74.88
76.12
74.94
74.68
74.62
74.59
74.53
74.57
21
74.36
74.45
74.53
74.63
75.08
76.26
74.90
74.68
74.62
74.58
74.53
74.56
22
74.36
74.47
74.55
74.62
75.20
75.77
74.89
74.68
74.62
74.58
74.53
74.54
23
74.41
74.46
74.55
74.62
75.72
75.67
74.85
74.67
74.62
74.58
74.53
74.53
24
74.52
74.48
74.62
74.83
75.48
75.45
74.83
74.67
74.61
74.58
74.52
74.52
25
74.48
74.50
74.65
75.12
75.27
75.41
74.81
74.67
74.61
74.57
74.52
74.52
26
74.51
74.45
74.62
74.85
75.09
75.39
74.80
74.66
74.61
74.57
74.52
74.52
27
74.47
74.43
74.58
74.86
75.02
75.27
74.80
74.66
74.61
74.57
74.52
74.51
28
74.37
74.41
74.57
75.26
74.96
75.21
74.78
74.66
74.61
74.56
74.51
74.51
29
74.36
74.40
74.57
76.71
74.92
75.15
74.77
74.66
74.61
74.56
74.51
30
74.36
74.39
74.56
76.59
74.87
75.09
74.76
74.65
74.61
74.56
74.51
31
74.38
76.27
74.81
74.75
74.61
74.55
74.51
----------
--------------
Mean
74.37
74.39
74.52
74.85
75.11
75.33
74.98
74.72
74.63
74.59
74.55
74.52
Max
74.52
74.50
74.65
76.71
75.72
76.33
75.98
75.22
74.65
74.60
74.57
74.59
76.71
Min
74.32
74.35
74.40
74.52
74.78
74.72
74.75
74.65
74.61
74.55
74.51
74.50
74.32
77.09
m. (MSL.) ,
73.68
m. (MSL.) ,
River Bed 73.51
m. (MSL.)
82.03
m. (MSL.) ,
82.03
m. (MSL.) ,
Drainage Area 128 Square Kilometers
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at 06.00 Hours , on Jul 29 , 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation