Basic HTML Version
16
Location : on left bank at the bridge on road.
3,093
sq.km.
Drainge Area
WATER YEAR : 2014
KHONG RIVER BASIN
Loei River at Ban Fak Loei , Loei (Kh.58A)
Lat 17 - 29 - 36 N Long 101 - 44 - 17 E
Amphoe
Mueang
Changwat
Loei
Ban
Fak Loei
Water - stage recorder
+229.000 m. (MSL.)
B.M.- H.D.
On left bank upstream side at the abutment of the bridge.
Elevation
Recording
Arithmetic mean of 24 readings
1979 to date
Rating Operation
Period of Available Gage Records
Location BM
Basis of Mean Daily Gage Height
Gage Reading Frequency
Zero Gage at Bottom
+240.440 m. (MSL.)
Bench Mark
Type of Gage
1990 to date
-
1990 to date
Rather unstable.
No overbank flow.
Records fair. Stage-discharge relation defined by 96 discharge measurements made in 2014.
Period of Rating
Rated by Flot
Rated by Current Meter
Stability of Channel Regimes
Overbank Flow Conditions
General Description
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
230.06
230.17
230.49
230.39
230.74
233.66
231.74
230.96
230.22
230.06
230.04
230.09
2
230.04
230.31
230.40
230.73
230.60
232.31
232.41
230.82
230.20
230.08
230.04
230.08
3
230.04
230.79
230.58
230.64
230.52
232.20
232.50
230.69
230.19
230.09
230.03
230.08
4
230.03
231.12
230.76
230.53
230.58
232.21
231.92
230.57
230.19
230.09
230.03
230.08
5
230.03
230.70
230.57
230.37
230.58
232.09
231.29
230.56
230.18
230.08
230.03
230.07
6
230.03
230.68
230.46
230.30
230.69
231.97
231.24
230.59
230.18
230.09
230.03
230.07
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Gage Height in Meter (MSL.) Water Year April 1, 2014 to March 31, 2015
7
230.04
230.64
230.40
230.26
230.76
232.07
231.11
230.75
230.17
230.08
230.03
230.05
8
230.03
230.65
230.55
230.22
231.03
231.80
230.86
230.97
230.17
230.08
230.02
230.02
9
230.06
230.59
230.70
230.20
231.12
231.43
230.78
231.55
230.16
230.08
230.02
229.98
10
230.03
230.43
230.82
230.19
231.24
231.21
230.68
232.52
230.15
230.08
230.01
229.97
11
230.03
230.15
230.75
230.25
231.84
231.06
230.59
231.39
230.15
230.09
230.01
229.98
12
230.03
230.18
230.56
230.50
231.20
231.01
230.57
230.98
230.15
230.10
230.02
229.97
13
230.03
230.26
230.59
230.79
230.87
230.92
230.53
230.77
230.14
230.09
230.02
229.96
14
230.05
230.56
230.68
231.52
230.77
230.97
230.47
230.66
230.13
230.08
230.06
229.97
15
230.06
230.69
230.87
231.65
231.32
230.96
230.42
230.59
230.13
230.12
230.08
230.02
16
230.07
230.45
230.90
231.29
231.10
231.23
230.41
230.53
230.12
230.32
230.09
230.07
17
230.07
230.28
230.69
231.02
231.61
231.15
230.40
230.40
230.10
230.37
230.08
230.06
18
230.06
230.41
230.76
230.90
231.56
231.17
230.37
230.35
230.09
230.33
230.11
230.05
19
230.04
230.28
230.56
231.89
231.11
230.98
230.34
230.34
230.08
230.24
230.13
230.04
20
230.05
230.53
230.44
231.81
230.92
230.88
230.32
230.33
230.07
230.18
230.10
230.05
21
230.06
230.32
230.36
231.44
230.89
230.75
230.30
230.32
230.06
230.14
230.10
230.05
22
230.06
230.29
230.30
231.20
231.12
230.72
230.28
230.31
230.06
230.18
230.13
230.06
23
230.09
230.25
230.27
231.03
231.09
230.71
230.35
230.30
230.05
230.37
230.17
230.08
24
230.07
230.22
230.24
230.82
230.86
230.92
231.12
230.29
230.05
230.40
230.15
230.10
25
230.06
230.14
230.22
230.65
230.74
233.71
232.89
230.26
230.04
230.37
230.10
230.09
26
230.08
230.10
230.22
230.66
230.79
234.31
232.24
230.25
230.05
230.31
230.11
230.08
27
230.10
230.11
230.20
231.39
231.36
233.04
231.79
230.22
230.08
230.29
230.09
230.09
28
230.14
230.23
230.19
232.42
231.60
232.85
231.20
230.15
230.07
230.27
230.09
230.09
29
230.15
230.31
230.24
232.04
231.53
232.70
230.97
230.13
230.07
230.25
230.08
30
230.13
230.77
230.44
231.33
232.54
231.87
230.98
230.24
230.07
230.23
230.07
31
230.93
230.97
234.19
230.98
230.06
230.12
230.05
----------
--------------
Mean
230.06
230.44
230.51
230.95
231.19
231.76
231.03
230.63
230.12
230.18
230.07
230.05
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Max
230.15
231.12
230.90
232.42
234.19
234.31
232.89
232.52
230.22
230.40
230.17
230.10
234.31
Min
230.03
230.10
230.19
230.19
230.52
230.71
230.28
230.13
230.04
230.06
230.01
229.96
229.96
234.59
m. (MSL.) ,
229.00
m. (MSL.) ,
River Bed 229.42
m. (MSL.)
240.43
m. (MSL.) ,
240.45
m. (MSL.) ,
Drainage Area 3093 Square Kilometers
at 02.00 Hours , on Sep 26 , 2014
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation