Basic HTML Version
16
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l f b k h b id
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WATER YEAR : 2013
KHONG RIVER BASIN
Loei River at Ban Fak Loei , Loei (Kh.58A)
Lat 17 - 29 - 36 N Long 101 - 44 - 17 E
Locat on : on e t an at t e r ge on roa .
3,093
sq.km.
Water - stage recorder
+229.000 m. (MSL.)
B.M.- H.D.
On left bank upstream side at the abutment of the bridge.
Elevation
Recording
+240.440 m. (MSL.)
Bench Mark
Type of Gage
Amphoe
Mueang
Changwat
Loei
Ban
Fak Loei
Drainge Area
Location BM
Gage Reading Frequency
Zero Gage at Bottom
Arithmetic mean of 24 readings
1979 to date
1990 to date
-
1990 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 good. Stage-discharge relation defined by 38 discharge measurements made in 2013.
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
230.03
230.08
230.53
230.44
232.01
233.15
233.01
230.94
230.30
230.19
230.11
230.07
2
230.03
230.08
230.63
230.33
231.87
232.61
232.73
230.95
230.28
230.19
230.11
230.07
3
230.03
230.08
230.49
230.27
232.85
231.63
233.10
230.95
230.27
230.18
230.11
230.06
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Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
General Description
4
230.03
230.09
230.60
230.55
231.66
231.22
233.10
230.82
230.26
230.18
230.11
230.04
5
230.02
230.10
231.30
230.69
231.17
231.15
232.15
230.78
230.24
230.18
230.10
230.03
6
230.03
230.10
231.58
230.73
230.98
231.61
231.73
230.73
230.23
230.18
230.09
230.01
7
230.03
230.12
231.65
230.68
231.27
232.11
231.40
230.63
230.23
230.17
230.09
230.01
8
230.03
230.22
231.35
230.76
232.05
232.63
231.31
230.60
230.22
230.16
230.09
230.00
9
230.03
230.18
231.06
231.34
231.92
232.63
231.16
230.60
230.22
230.16
230.09
230.00
10
230.03
230.17
230.79
231.98
231.58
232.37
231.00
230.59
230.22
230.15
230.09
229.99
11
230.03
230.17
230.67
232.27
232.65
232.38
230.81
230.58
230.22
230.15
230.09
229.99
12
230 02
230 16
230 61
232 22
232 49
233 01
230 77
230 56
230 21
230 15
230 08
229 99
.
.
.
.
.
.
.
.
.
.
.
.
13
230.03
230.15
230.81
231.71
231.99
236.67
230.82
230.52
230.21
230.15
230.08
229.99
14
230.03
230.15
230.52
231.17
231.50
236.25
230.73
230.54
230.20
230.14
230.08
229.99
15
230.03
230.16
230.40
231.11
231.34
235.39
230.68
230.85
230.20
230.13
230.07
229.99
16
230.03
230.14
230.30
231.09
230.99
235.63
230.64
230.72
230.21
230.13
230.07
229.99
17
230.03
230.11
230.27
231.28
230.85
234.22
231.57
230.62
230.33
230.13
230.06
230.00
18
230.03
230.10
230.20
231.47
230.76
233.22
235.04
230.55
230.30
230.13
230.06
230.04
19
230.03
230.09
230.18
231.10
230.64
233.90
236.00
230.47
230.27
230.13
230.06
230.09
20
230.02
230.09
230.16
230.95
230.56
232.39
235.22
230.44
230.27
230.12
230.05
230.09
21
230.02
230.09
230.18
230.78
230.54
232.07
233.67
230.44
230.27
230.12
230.05
230.11
22
230.04
230.12
230.22
230.66
230.59
234.17
232.43
230.42
230.27
230.12
230.04
230.11
23
230.06
230.11
230.26
231.06
232.17
234.42
231.85
230.41
230.27
230.12
230.03
230.10
24
230.06
230.34
230.32
232.33
232.93
232.55
231.43
230.40
230.26
230.12
230.02
230.09
25
230.11
230.87
230.27
232.45
231.83
231.91
231.58
230.39
230.25
230.12
230.03
230.09
26
230.09
230.84
230.40
231.97
231.27
231.99
232.51
230.39
230.23
230.12
230.06
230.08
27
230.08
230.79
230.49
231.46
231.22
233.26
231.94
230.40
230.22
230.12
230.05
230.08
28
230.09
230.45
231.15
231.30
231.02
235.02
231.52
230.37
230.21
230.12
230.05
230.08
29
230.09
230.31
231.07
232.42
231.06
235.00
231.25
230.34
230.21
230.12
230.08
30
230.09
230.29
230.67
233.71
231.27
233.81
231.12
230.32
230.20
230.11
230.08
31
230.32
232.57
231.86
231.14
230.19
230.11
230.07
----------
--------------
Mean
230.04
230.23
230.64
231.38
231.51
233.28
232.05
230.58
230.24
230.14
230.07
230.05
Max
230.11
230.87
231.65
233.71
232.93
236.67
236.00
230.95
230.33
230.19
230.11
230.11
236.67
Min
230.02
230.08
230.16
230.27
230.54
231.15
230.64
230.32
230.19
230.11
230.02
229.99
229.99
237.10
m. (MSL.) ,
229.00
m. (MSL.) ,
River Bed 228.98
m. (MSL.)
240.56
m. (MSL.) ,
240.40
m. (MSL.) ,
Drainage Area 3093 Square Kilometers
at 19.00 Hours , on Sep 13 , 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation
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