Basic HTML Version
68
Location : on right bank at Ban Tha Sa Bang.
41,187 sq.km.
Amphoe
Thung Khao Luang
Changwat
Roi Et
Ban
Tha Sa Bang
WATER YEAR : 2012
CHI RIVER BASIN
Chi River at Ban Tha Sa Bang , Roi Et (E.18)
Lat 16 - 01 - 59 N Long 103 - 54 - 41 E
Drainge Area
Staff gage
+122.240 m. (MSL.)
B.M.- H.D.
On right bank at the abutment of the bridge.
Elevation
3-time daily readings at 06.00, 12.00 and 18.00 hours.
Arithmetic mean of 3 readings
1954 to date
Basis of Mean Daily Gage Height
Gage Reading Frequency
Zero Gage at Bottom
+132.496 m. (MSL.)
Type of Gage
Bench Mark
Location BM
Rating Operation
Period of Available Gage Records
1974 to date
-
1974 to date
Fairly stable.
No overbank flow.
Records fair. Stage-discharge relation defined by 76 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
124.66
124.98
127.30
124.58
123.62
127.17
126.78
124.95
125.38
124.51
123.15
122.41
2
124.64
124.93
127.53
124.57
123.62
127.10
126.74
125.01
125.36
124.44
123.08
122.41
3
124.53
124.96
126.78
124.55
123.63
127.07
126.64
125.08
125.35
124.37
123.04
122.39
4
124.31
124.80
126.66
124.68
123.74
127.03
126.54
125.13
125.34
124.29
123.00
122.37
5
124.37
124.49
126.63
124.65
123.86
127.01
126.55
125.15
125.33
124.22
122.95
122.35
6
124.66
124.39
126.56
124.73
123.97
127.07
126.71
125.17
125.36
124.17
122.91
122.34
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Gage Height in Meter (MSL.) Water Year April 1, 2012 to March 31, 2013
7
124.97
124.29
126.49
124.91
124.05
127.41
126.85
125.29
125.39
124.10
122.89
122.32
8
125.28
124.33
126.46
124.88
124.09
127.74
126.99
125.46
125.52
124.05
122.86
122.31
9
125.61
124.74
126.43
124.68
124.16
128.06
127.15
125.60
125.47
124.00
122.83
122.33
10
125.76
125.40
126.42
124.49
124.41
128.24
127.33
125.63
125.41
123.95
122.79
122.34
11
125.77
125.79
126.49
124.33
124.69
128.34
127.53
125.58
125.38
123.91
122.75
122.34
12
125.68
125.76
126.47
124.36
124.79
128.30
127.60
125.51
125.37
123.87
122.74
122.34
13
125.26
125.66
126.41
124.73
124.86
128.22
127.56
125.53
125.35
123.82
122.69
122.34
14
125.11
125.57
126.27
124.77
124.92
128.14
127.43
125.52
125.32
123.79
122.64
122.34
15
125.00
125.59
126.02
124.57
124.81
128.07
127.17
125.51
125.31
123.77
122.62
122.34
16
124.99
125.59
125.99
124.45
124.48
128.00
126.90
125.51
125.35
123.71
122.59
122.33
17
125.03
125.56
125.97
124.40
124.30
127.90
126.66
125.48
125.37
123.65
122.59
122.33
18
125.16
125.38
125.77
124.32
124.36
127.75
126.47
125.48
125.34
123.61
122.59
122.33
19
124.97
125.18
125.66
124.25
124.69
127.51
126.44
125.47
125.30
123.59
122.58
122.33
20
124.79
125.15
125.52
124.18
124.90
127.15
126.37
125.46
125.26
123.56
122.54
122.33
21
124.96
125.09
125.51
124.06
124.76
126.91
126.33
125.46
125.22
123.49
122.50
122.34
22
124.63
125.05
125.38
123.91
124.68
126.71
126.23
125.44
125.17
123.43
122.48
122.35
23
124.98
124.93
125.11
123.70
124.75
126.53
125.96
125.46
125.13
123.41
122.46
122.36
24
124.93
124.80
125.10
123.61
124.66
126.55
125.70
125.52
125.07
123.38
122.44
122.35
25
124.91
125.16
125.03
123.62
124.55
126.68
125.61
125.44
125.01
123.35
122.43
122.37
26
125.02
125.67
124.99
123.60
124.58
126.71
125.35
125.43
124.96
123.31
122.42
122.39
27
125.13
125.90
124.95
123.54
125.09
126.73
125.25
125.43
124.89
123.29
122.41
122.43
28
125.13
126.23
124.94
123.54
125.76
126.74
125.18
125.43
124.81
123.28
122.41
122.43
29
125.05
126.62
124.87
123.58
126.19
126.75
125.02
125.42
124.74
123.24
122.43
30
125.03
127.01
124.70
123.61
126.58
126.77
124.97
125.40
124.66
123.22
122.43
31
127.24
123.63
127.02
124.90
124.58
123.20
122.43
----------
--------------
Mean
125.01
125.36
125.95
124.24
124.66
127.35
126.42
125.40
125.21
123.74
122.69
122.36
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Max
125.77
127.24
127.53
124.91
127.02
128.34
127.60
125.63
125.52
124.51
123.15
122.43
128.34
Min
124.31
124.29
124.70
123.54
123.62
126.53
124.90
124.95
124.58
123.20
122.41
122.31
122.31
128.34
m. (MSL.) ,
122.24
m. (MSL.) ,
River Bed 119.89
m. (MSL)
133.49
m. (MSL.) ,
132.90
m. (MSL.) ,
Drainage Area 41187
Square Kilometers
at 06.00 Hours, on Sep 11, 2012
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Right Bank Elevation
Left Bank Elevation