Basic HTML Version
18
Location : on right bank at the bridge of Mae Chan - Mae Sai Highway from Tambon Mae Kham.
667
sq.km.
WATER YEAR : 2012
KHONG RIVER BASIN
Nam Mae Kham at Ban Mae Kham Lak Chet , Chiang Rai (Kh.72)
Lat 20 - 13 - 01 N Long 99 - 51 - 38 E
Amphoe
Mae Chan
Changwat
Chiang Rai
Ban
Mae Kham Lak Chet
Drainge Area
Water - stage recorder
+393.400 m. (MSL.)
B.M.- H.D.
On right bank about 20 meters from the top staff gage.
Elevation
Recording
Arithmetic mean of 24 readings
1982 to date
+399.176 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
1993 to date
-
1993 to date
Stable.
No overbank flow.
Records fair. Flow effected by the bridge of Chiang Rai - Mae Sai Highway construction.
Stage-discharge relation defined by 43 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
394.15
394.10
394.39
393.94
394.81
395.10
395.19
395.01
394.96
394.46
394.29
393.98
2
394.15
394.09
394.71
393.99
394.90
395.11
395.11
394.97
395.00
394.45
394.30
393.98
3
394.15
394.08
394.41
393.97
395.03
395.36
395.43
395.00
394.97
394.40
394.26
393.98
4
394.16
394.08
394.39
394.38
396.07
395.12
395.46
395.01
394.88
394.37
394.39
394.03
5
394.51
394.08
394.32
394.61
395.24
395.16
395.34
395.05
394.85
394.37
394.29
394.10
6
394.39
394.14
394.25
395.55
395.05
395.23
396.18
395.05
394.83
394.37
394.20
394.10
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Gage Height in Meter (MSL.) Water Year April 1, 2012 to March 31, 2013
7
394.38
394.20
394.17
394.84
394.95
395.11
395.75
395.04
394.80
394.36
394.20
394.11
8
394.37
394.18
394.24
395.30
394.93
395.16
395.36
394.97
394.75
394.29
394.14
394.11
9
394.36
394.14
394.27
394.88
395.17
395.17
395.32
394.97
394.72
394.29
394.10
394.11
10
394.36
394.13
394.33
394.72
395.30
395.54
396.58
394.97
394.70
394.27
394.10
394.10
11
394.36
394.12
394.38
394.66
395.12
395.47
396.06
394.97
394.70
394.16
394.10
394.06
12
394.35
394.11
394.18
395.71
395.04
395.38
395.39
394.96
394.70
394.17
394.10
394.03
13
394.34
394.10
394.12
395.30
394.88
395.43
395.31
394.96
394.70
394.17
394.10
394.01
14
394.33
394.09
394.07
395.44
394.89
396.37
395.40
395.00
394.70
394.25
394.12
394.02
15
394.32
394.09
394.08
394.84
395.44
396.40
395.40
395.00
394.69
394.26
394.39
393.97
16
394.31
394.08
394.05
394.70
395.10
396.40
395.40
395.00
394.67
394.26
394.29
393.97
17
394.30
394.07
394.52
394.72
395.10
396.38
395.40
394.99
394.67
394.30
394.19
393.95
18
394.29
394.06
394.40
395.03
395.26
395.35
395.52
394.99
394.66
394.29
394.10
393.95
19
394.27
394.05
394.65
395.02
395.88
395.27
395.39
394.92
394.65
394.25
394.08
393.94
20
394.25
394.05
394.34
394.96
395.11
395.28
395.21
394.95
394.65
394.23
394.08
393.90
21
394.25
394.08
394.10
394.83
395.28
395.25
395.20
394.99
394.60
394.20
394.05
393.90
22
394.24
394.11
394.01
394.63
396.51
395.19
395.10
394.91
394.60
394.20
394.05
393.90
23
394.23
394.06
394.04
394.67
396.40
395.15
395.05
394.90
394.58
394.20
394.06
393.90
24
394.22
394.04
394.05
394.95
395.61
395.11
395.08
394.94
394.57
394.20
394.04
393.90
25
394.21
394.05
394.06
394.85
395.49
395.12
395.00
395.75
394.55
394.20
394.04
393.90
26
394.16
394.06
394.06
395.66
395.32
395.38
394.97
395.06
394.55
394.20
394.04
393.91
27
394.07
394.07
394.02
395.55
395.21
395.52
394.91
394.95
394.50
394.20
394.04
393.90
28
394.07
394.22
393.99
395.30
395.24
395.48
394.91
394.92
394.49
394.20
394.04
393.90
29
394.08
394.13
393.96
395.19
395.13
395.23
394.99
394.95
394.47
394.20
393.90
30
394.11
394.09
393.93
395.04
395.15
395.19
395.03
394.91
394.50
394.20
393.90
31
394.45
394.87
395.12
395.05
394.50
394.20
393.90
----------
--------------
Mean
394.26
394.11
394.22
394.91
395.28
395.41
395.34
395.00
394.68
394.26
394.15
393.98
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Max
394.51
394.45
394.71
395.71
396.51
396.40
396.58
395.75
395.00
394.46
394.39
394.11
396.58
Min
394.07
394.04
393.93
393.94
394.81
395.10
394.91
394.90
394.47
394.16
394.04
393.90
393.90
396.94
m. (MSL.) ,
393.40
m. (MSL.) ,
River Bed 393.80
m. (MSL)
399.73
m. (MSL.) ,
399.71
m. (MSL.) ,
Drainage Area 667 Square Kilometers
at 07.00 Hours , on Oct 10 , 2012
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation