Basic HTML Version
166
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i h b k h b id
WATER YEAR : 2013
MUN RIVER BASIN
Lam Dom Yai at Ban Kham Samran, Ubon Ratehathani (M.170)
Lat 14 - 47 - 19 N Long 105 - 06 - 10 E
Locat on : on r g t an at t e r ge
1,745
sq.km.
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.
+133.374 m. (MSL.)
Bench Mark
Type of Gage
Amphoe
Det Udom
Changwat
Ubon Ratchathani
Ban
Kham Samran
Drainge Area
Location BM
Gage Reading Frequency
Zero Gage at Bottom
Arithmetic mean of 3 readings
2001 to date
2001 to date
-
2001 to date
Stable.
No overbank flow.
Rated by Current Meter
Stability of Channel Regimes
Overbank Flow Conditions
Rating Operation
Period of Rating
Rated by Flot
Period of Available Gage Records
Basis of Mean Daily Gage Height
Records very good. Stage-discharge relation defined by 68 discharge measurements made in 2013.
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
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-----------------
1
123.62
123.54
125.12
124.23
128.21
128.70
131.24
125.73
124.59
124.43
124.04
123.86
2
123.63
123.57
124.94
124.18
127.79
128.49
131.02
125.70
124.54
124.40
124.03
123.85
3
123.63
123.59
124.66
124.15
127.54
128.03
130.71
125.68
124.50
124.39
124.03
123.83
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Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
General Description
4
123.65
123.62
124.57
124.13
127.74
127.74
130.20
125.64
124.46
124.38
124.02
123.82
5
123.68
123.65
124.50
124.10
128.01
127.29
129.70
125.52
124.45
124.37
124.02
123.82
6
123.69
123.73
124.54
124.23
128.11
126.93
129.54
125.40
124.43
124.36
124.01
123.81
7
123.69
123.81
124.52
124.39
127.81
126.95
129.10
125.31
124.40
124.35
124.00
123.80
8
123.68
123.74
124.39
124.64
127.20
127.46
128.58
125.25
124.39
124.34
123.99
123.81
9
123.69
123.72
124.28
124.81
127.00
128.00
127.69
125.24
124.37
124.32
123.99
123.81
10
123.68
123.65
124.21
125.15
127.68
128.17
127.18
125.23
124.34
124.29
123.98
123.81
11
123.72
123.64
124.18
125.17
128.14
128.14
126.76
125.16
124.34
124.28
123.97
123.80
12
123 75
123 69
124 17
124 95
128 60
127 87
126 49
125 07
124 32
124 27
123 96
123 80
.
.
.
.
.
.
.
.
.
.
.
.
13
123.75
123.89
124.25
124.72
129.05
127.45
126.29
124.99
124.32
124.23
123.95
123.79
14
123.74
124.23
124.42
124.66
129.07
127.36
126.11
124.98
124.30
124.20
123.94
123.79
15
123.74
124.16
124.41
124.54
128.97
127.85
126.13
124.98
124.30
124.18
123.93
123.78
16
123.74
124.02
124.30
124.56
128.86
128.43
127.37
124.97
124.54
124.18
123.92
123.78
17
123.82
123.92
124.22
125.12
128.70
128.78
128.94
124.96
125.81
124.17
123.92
123.77
18
123.86
123.86
124.18
125.69
127.73
129.36
129.59
125.12
127.51
124.16
123.91
123.76
19
123.77
124.34
124.14
125.27
126.68
131.31
130.42
125.07
126.87
124.16
123.90
123.76
20
123.69
125.82
124.11
125.62
126.20
132.67
130.78
125.04
126.01
124.15
123.90
123.75
21
123.60
126.26
124.09
127.19
125.89
133.00
130.62
124.94
125.54
124.15
123.90
123.74
22
123.58
126.04
124.09
127.77
125.77
132.68
130.44
124.88
125.19
124.14
123.89
123.87
23
123.57
125.04
124.10
127.61
125.70
132.32
130.05
124.83
125.02
124.13
123.89
123.92
24
123.56
124.79
124.27
128.61
125.72
132.01
129.23
124.78
124.94
124.12
123.89
123.89
25
123.54
124.59
124.49
129.41
125.74
131.74
128.04
124.70
124.77
124.12
123.88
123.87
26
123.54
124.42
124.65
129.34
125.92
131.70
127.24
124.67
124.69
124.11
123.88
123.84
27
123.53
124.29
124.44
128.82
126.49
131.63
126.87
124.69
124.67
124.10
123.87
123.82
28
123.53
124.12
124.31
127.44
127.04
131.43
126.61
124.68
124.64
124.09
123.87
123.80
29
123.52
124.09
124.31
127.49
127.12
131.41
126.39
124.64
124.60
124.08
123.70
30
123.52
124.08
124.35
128.21
128.13
131.35
126.13
124.63
124.53
124.07
123.61
31
124.54
128.41
128.54
125.92
124.48
124.06
123.60
----------
--------------
Mean
123.66
124.21
124.37
125.96
127.46
129.54
128.43
125.08
124.83
124.22
123.95
123.80
Max
123.86
126.26
125.12
129.41
129.07
133.00
131.24
125.73
127.51
124.43
124.04
123.92
133.00
Min
123.52
123.54
124.09
124.10
125.70
126.93
125.92
124.63
124.30
124.06
123.87
123.60
123.52
133.02
m. (MSL.) ,
123.34
m. (MSL.) ,
River Bed 122.92
m. (MSL.)
133.06
m. (MSL.) ,
133.11
m. (MSL.) ,
Drainage Area 1745 Square Kilometers
at 06.00 Hours, on Sep 21, 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation
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