Basic HTML Version
152
Location : on right bank at the bridge
1,745
sq.km.
WATER YEAR : 2012
MUN RIVER BASIN
Lam Dom Yai at Ban Kham Samran, Ubon Ratehathani (M.170)
Lat 14 - 47 - 19 N Long 105 - 06 - 10 E
Amphoe
Det Udom
Changwat
Ubon Ratchathani
Ban
Kham Samran
Drainge Area
Staff gage.
+123.340 m. (MSL.)
B.M.-H.D.
On right bank upstream at the footpath
Elevation
3-time daily readings at 06.00, 12.00 and 18.00 hours.
Arithmetic mean of 3 readings
2001 to date
+133.374 m. (MSL.)
Bench Mark
Type of Gage
Rating Operation
Period of Available Gage Records
Location BM
Basis of Mean Daily Gage Height
Gage Reading Frequency
Zero Gage at Bottom
2001 to date
-
2001 to date
Stable.
No overbank flow.
Records very good. Stage-discharge relation defined by 49 discharge measurements made in 2012.
Rated by Current Meter
Stability of Channel Regimes
Overbank Flow Conditions
General Description
Period of Rating
Rated by Flot
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
123.75
123.74
124.04
124.08
125.78
126.18
128.56
124.68
123.77
123.73
123.66
123.57
2
123.74
123.76
124.31
124.37
125.49
126.19
128.66
124.64
123.79
123.72
123.65
123.57
3
123.73
123.76
124.23
124.67
125.26
126.75
128.62
124.62
124.01
123.72
123.65
123.57
4
123.73
123.74
124.39
125.89
125.13
127.87
128.47
124.58
124.07
123.71
123.65
123.57
5
123.73
123.72
124.58
126.77
125.00
128.40
128.32
124.54
123.98
123.71
123.64
123.57
6
123.76
123.72
124.69
126.84
124.98
128.67
127.92
124.51
123.94
123.70
123.64
123.57
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Gage Height in Meter (MSL.) Water Year April 1, 2012 to March 31, 2013
7
123.77
123.75
124.48
126.54
124.93
128.79
127.61
124.49
123.92
123.70
123.64
123.57
8
123.74
123.77
124.37
126.16
124.88
128.53
127.69
124.47
123.90
123.70
123.63
123.57
9
123.75
123.76
124.32
125.92
124.80
127.99
127.92
124.44
123.89
123.69
123.63
123.49
10
123.78
123.74
124.23
125.82
124.76
127.54
128.01
124.42
123.89
123.71
123.63
123.53
11
123.77
123.74
124.18
125.70
124.75
127.17
127.79
124.38
123.88
123.71
123.62
123.58
12
123.76
123.73
124.14
125.63
124.78
127.06
127.32
124.35
123.88
123.70
123.62
123.58
13
123.75
123.72
124.11
125.64
124.71
127.11
126.81
124.33
123.87
123.70
123.61
123.59
14
123.74
123.72
124.08
125.69
124.68
126.99
126.42
124.29
123.87
123.70
123.61
123.60
15
123.74
123.80
124.04
125.51
124.63
126.89
126.17
124.25
123.86
123.70
123.60
123.60
16
123.76
123.90
124.01
125.39
124.60
127.19
125.89
124.23
123.85
123.69
123.60
123.61
17
123.83
123.99
123.98
125.09
124.69
127.89
125.75
124.24
123.84
123.68
123.60
123.60
18
123.81
124.16
123.96
124.91
125.11
128.36
125.56
124.22
123.83
123.68
123.60
123.61
19
123.81
124.29
124.01
124.86
125.29
127.97
125.47
124.22
123.82
123.69
123.59
123.62
20
123.84
124.28
124.25
124.99
125.26
127.23
125.32
124.21
123.81
123.67
123.59
123.61
21
123.94
124.19
124.31
124.98
125.28
126.98
125.31
124.20
123.80
123.66
123.59
123.60
22
123.93
124.07
124.17
124.90
125.08
126.77
125.29
124.19
123.80
123.67
123.58
123.60
23
123.88
123.98
124.08
124.76
124.94
126.63
125.25
124.18
123.82
123.67
123.58
123.62
24
123.82
123.94
124.08
124.69
124.96
126.71
125.20
124.17
123.81
123.68
123.59
123.63
25
123.78
123.96
124.07
124.68
125.06
127.59
125.11
124.13
123.81
123.68
123.59
123.64
26
123.75
124.09
124.04
124.66
125.23
127.87
125.09
124.09
123.80
123.69
123.60
123.63
27
123.73
124.26
124.02
124.64
125.69
128.02
125.02
124.09
123.78
123.68
123.59
123.64
28
123.76
124.19
124.03
124.66
126.06
128.16
124.92
124.06
123.76
123.67
123.58
123.64
29
123.74
124.21
124.02
125.02
126.33
128.25
124.82
124.02
123.74
123.66
123.63
30
123.71
124.18
124.00
125.86
126.62
128.35
124.77
123.91
123.74
123.67
123.63
31
124.14
125.92
126.39
124.73
123.73
123.67
123.63
----------
--------------
Mean
123.78
123.94
124.17
125.33
125.20
127.54
126.44
124.31
123.85
123.69
123.61
123.60
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Max
123.94
124.29
124.69
126.84
126.62
128.79
128.66
124.68
124.07
123.73
123.66
123.64
128.79
Min
123.71
123.72
123.96
124.08
124.60
126.18
124.73
123.91
123.73
123.66
123.58
123.49
123.49
128.84
m. (MSL.) ,
123.34
m. (MSL.) ,
River Bed 122.99
m. (MSL)
133.07
m. (MSL.) ,
133.10
m. (MSL.) ,
Drainage Area 1745 Square Kilometers
at 06.00 Hours, on Sep 7, 2012
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation