Basic HTML Version
514
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WATER YEAR : 2013
MAE KLONG RIVER BASIN
Huai Lin Thin at Ban Nong Bang , Kanchanaburi (K.38A)
Lat 14 - 34 - 28 N Long 98 - 49 - 07 E
Locat on : on e t an at KM. 95+700 on Kanc ana ur - T ong P a P um H g way.
122
sq.km.
Staff gage
+90.019 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.
+95.463 m. (MSL.)
Amphoe
Thong Pha Phum
Changwat
Kanchanaburi
Ban
Nong Bang
Drainge Area
Bench Mark
Location BM
Gage Reading Frequency
Zero Gage at Bottom
Type of Gage
Arithmetic mean of 5 readings
2001 to date
2001 to date
-
2001 to date
Stable.
No overbank flow.
Overbank Flow Conditions
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
Records good. Stage-discharge relation defined by 34 discharge measurements made in 2013
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
90.54
90.54
90.54
90.60
91.24
90.80
91.02
90.76
90.72
90.67
90.63
90.60
2
90.54
90.54
90.55
90.60
91.14
90.79
91.02
90.76
90.72
90.67
90.63
90.60
3
90.54
90.54
90.57
90.60
91.08
90.77
91.02
90.76
90.72
90.67
90.62
90.60
General Description
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Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
4
90.54
90.54
90.57
90.60
90.99
90.76
90.98
90.75
90.72
90.67
90.62
90.59
5
90.54
90.53
90.57
90.60
90.96
90.74
90.96
90.74
90.72
90.66
90.62
90.59
6
90.54
90.53
90.63
90.62
90.83
90.77
90.92
90.74
90.72
90.66
90.62
90.59
7
90.54
90.53
90.61
90.62
90.80
90.76
90.92
90.74
90.72
90.66
90.62
90.59
8
90.54
90.53
90.61
90.64
90.77
90.82
90.92
90.74
90.72
90.66
90.62
90.59
9
90.54
90.52
90.64
90.62
90.76
90.82
90.96
90.90
90.71
90.65
90.62
90.59
10
90.54
90.52
90.62
90.64
90.77
90.92
90.94
90.84
90.71
90.65
90.61
90.59
11
90.54
90.52
90.66
90.66
90.76
91.16
90.94
90.79
90.71
90.65
90.61
90.59
12
90 54
90 52
90 67
90 65
90 75
91 17
90 92
90 79
90 71
90 64
90 61
90 59
.
.
.
.
.
.
.
.
.
.
.
.
13
90.53
90.52
90.64
90.64
90.74
90.95
90.92
90.79
90.71
90.64
90.61
90.59
14
90.53
90.52
90.62
90.64
90.97
90.96
90.87
90.79
90.71
90.64
90.61
90.59
15
90.56
90.52
90.58
90.65
90.90
91.04
90.86
90.82
90.71
90.64
90.61
90.59
16
90.57
90.52
90.56
90.64
90.87
91.03
90.86
90.81
90.70
90.64
90.61
90.59
17
90.57
90.52
90.56
90.64
90.85
91.05
90.90
90.78
90.70
90.64
90.61
90.59
18
90.56
90.52
90.60
90.63
90.81
91.02
90.88
90.77
90.70
90.64
90.61
90.58
19
90.56
90.54
90.58
90.63
90.78
91.08
90.88
90.77
90.70
90.64
90.61
90.58
20
90.58
90.54
90.60
90.63
90.74
91.47
90.86
90.76
90.70
90.64
90.61
90.58
21
90.56
90.54
90.64
90.64
90.88
91.32
90.86
90.76
90.70
90.64
90.61
90.58
22
90.54
90.54
90.66
90.68
90.81
91.26
90.87
90.75
90.70
90.64
90.61
90.58
23
90.54
90.54
90.67
90.78
91.14
91.30
90.84
90.75
90.69
90.64
90.61
90.58
24
90.54
90.54
90.77
90.89
91.12
91.23
90.82
90.74
90.68
90.64
90.61
90.58
25
90.57
90.54
90.69
90.90
91.01
91.22
90.82
90.74
90.69
90.64
90.61
90.60
26
90.57
90.54
90.63
90.81
90.96
91.13
90.82
90.73
90.70
90.64
90.60
90.60
27
90.56
90.54
90.61
90.95
90.96
91.12
90.78
90.73
90.70
90.64
90.60
90.60
28
90.56
90.54
90.61
91.06
90.89
91.07
90.79
90.73
90.69
90.64
90.60
90.60
29
90.55
90.54
90.61
91.40
90.86
91.04
90.78
90.72
90.69
90.63
90.60
30
90.54
90.54
90.61
92.16
90.83
91.10
90.76
90.72
90.69
90.63
90.59
31
90.54
91.61
90.81
90.76
90.68
90.63
90.59
----------
--------------
Mean
90.55
90.53
90.62
90.79
90.90
91.02
90.89
90.77
90.70
90.65
90.61
90.59
Max
90.58
90.54
90.77
92.16
91.24
91.47
91.02
90.90
90.72
90.67
90.63
90.60
92.16
Min
90.53
90.52
90.54
90.60
90.74
90.74
90.76
90.72
90.68
90.63
90.60
90.58
90.52
92.84
m. (MSL.) ,
90.02
m. (MSL.) ,
River Bed 90.32
m. (MSL.)
95.41
m. (MSL.) ,
95.32
m. (MSL.) ,
Drainage Area 122 Square Kilometers
Left Bank Elevation
Right Bank Elevation
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at 18.00 Hours , on Jul 30 , 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation