Basic HTML Version
84
Location : on right bank at the bridge on highway Ban Kut Chim Khum Yai.
103
sq.km.
WATER YEAR : 2012
CHI RIVER BASIN
Nam Yang at Ban Kut Chim Khum Yai , Kalasin (E.57)
Lat 16 - 41 - 02 N Long 104 - 05 - 06 E
Amphoe
Khao Wong
Changwat
Kalasin
Ban
Kut Chim Khum Yai
Drainge Area
Staff gage
+170.100 m. (MSL.)
B.M.- Highways Dept.
On right bank at the footpath of the bridge.
Elevation
3-time daily readings at 06.00, 12.00 and 18.00 hours.
Arithmetic mean of 3 readings
1969 - 1971 , 1983 to date
+177.810 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
1969 - 1970 , 1984 to date
-
1969 - 1970 , 1984 to date
Fairly stable.
No overbank flow.
Records fair. The local weir situated about 100 meters from the gage site.
Stage-discharge relation defined by 12 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
170.14
170.16
170.67
170.68
170.28
170.48
170.32
170.13
170.11
170.12
170.04
170.00
2
170.14
170.16
170.60
171.12
170.53
171.16
170.36
170.12
170.11
170.12
170.04
170.00
3
170.18
170.16
170.58
171.16
170.79
171.42
170.35
170.13
170.11
170.11
170.04
170.00
4
170.17
170.15
170.68
171.17
170.83
171.14
170.40
170.14
170.11
170.11
170.03
170.01
5
170.17
170.18
170.79
171.14
170.78
171.02
170.64
170.14
170.12
170.11
170.03
170.01
6
170.16
170.18
170.79
171.13
170.63
170.95
170.64
170.14
170.12
170.10
170.03
170.01
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Gage Height in Meter (MSL.) Water Year April 1, 2012 to March 31, 2013
7
170.19
170.19
170.72
170.96
170.96
171.04
170.57
170.13
170.12
170.10
170.03
170.01
8
170.18
170.20
170.63
170.84
171.23
170.93
170.52
170.13
170.12
170.10
170.03
170.02
9
170.18
170.21
170.69
170.89
171.21
170.80
170.49
170.12
170.12
170.09
170.03
170.02
10
170.18
170.24
170.68
170.73
171.23
170.73
170.47
170.12
170.12
170.09
170.03
170.02
11
170.17
170.27
170.58
170.51
171.13
170.67
170.44
170.12
170.12
170.09
170.02
170.02
12
170.17
170.30
170.50
170.52
170.99
170.63
170.41
170.11
170.12
170.08
170.02
170.03
13
170.17
170.32
170.46
170.50
170.87
170.58
170.38
170.11
170.13
170.08
170.02
170.03
14
170.17
170.33
170.44
170.48
170.75
170.55
170.34
170.11
170.13
170.07
170.02
170.03
15
170.17
170.34
170.42
170.48
170.68
170.53
170.31
170.11
170.13
170.07
170.02
170.03
16
170.16
170.35
170.35
170.46
171.80
170.51
170.27
170.12
170.13
170.06
170.02
170.04
17
170.16
170.36
170.37
170.46
171.46
170.50
170.25
170.12
170.13
170.06
170.01
170.04
18
170.16
170.37
170.49
170.47
171.27
170.46
170.22
170.12
170.13
170.06
170.01
170.04
19
170.16
170.39
170.47
170.43
170.99
170.42
170.21
170.11
170.13
170.06
170.01
170.04
20
170.16
170.42
170.39
170.46
170.85
170.48
170.20
170.11
170.13
170.06
170.01
170.04
21
170.16
170.83
170.38
170.41
170.75
170.45
170.19
170.11
170.13
170.05
170.01
170.04
22
170.16
170.85
170.35
170.33
170.65
170.42
170.18
170.12
170.13
170.05
170.01
170.05
23
170.15
170.77
170.39
170.27
170.57
170.40
170.17
170.12
170.13
170.05
170.01
170.05
24
170.15
170.69
170.54
170.24
170.51
170.43
170.17
170.12
170.13
170.05
170.00
170.05
25
170.15
170.82
170.57
170.23
170.49
170.35
170.15
170.12
170.13
170.05
170.00
170.05
26
170.15
170.63
170.65
170.22
170.48
170.33
170.15
170.11
170.12
170.04
170.00
170.05
27
170.15
170.80
170.68
170.21
170.47
170.31
170.14
170.11
170.12
170.04
170.00
170.06
28
170.15
170.85
170.65
170.20
170.44
170.30
170.14
170.11
170.12
170.04
170.00
170.06
29
170.16
171.07
170.62
170.20
170.41
170.29
170.13
170.11
170.12
170.04
170.06
30
170.16
170.81
170.57
170.19
170.40
170.28
170.13
170.11
170.12
170.04
170.06
31
170.67
170.19
170.39
170.13
170.12
170.04
170.06
----------
--------------
Mean
170.16
170.45
170.56
170.56
170.80
170.62
170.31
170.12
170.12
170.07
170.02
170.03
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Max
170.19
171.07
170.79
171.17
171.80
171.42
170.64
170.14
170.13
170.12
170.04
170.06
171.80
Min
170.14
170.15
170.35
170.19
170.28
170.28
170.13
170.11
170.11
170.04
170.00
170.00
170.00
171.98
m. (MSL.) ,
170.10
m. (MSL.) ,
River Bed 169.65
m. (MSL)
176.93
m. (MSL.) ,
176.99
m. (MSL.) ,
Drainage Area 103 Square Kilometers
at 13.00 Hours, on Aug 16, 2012
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation