Basic HTML Version
156
Location : on right bank at the bridge.
143
sq.km.
Amphoe
Wang Nam Khieo
Changwat
Nakhon Ratchasima
Ban
Non Sao - E
WATER YEAR : 2012
MUN RIVER BASIN
Khlong Phai at Ban Non Sao - E, Nakhon Ratchasima (M.172)
Lat 14 - 29 - 14 N Long 101 - 46 - 57 E
Drainge Area
Staff gage.
+294.170 m. (MSL.)
B.M.-H.D.
On right bank downstream side 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
2003 to date
Basis of Mean Daily Gage Height
Gage Reading Frequency
Zero Gage at Bottom
+300.040 m. (MSL.)
Type of Gage
Bench Mark
Location BM
Rating Operation
Period of Available Gage Records
2003 to date
-
2003 to date
Stable.
No overbank flow.
Records fair. Stage-discharge relation defined by 40 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
294.07
294.09
294.58
294.16
294.14
294.34
294.60
294.27
294.28
294.06
294.01
294.01
2
294.07
294.09
294.57
294.16
294.14
294.32
294.57
294.27
294.24
294.06
294.01
294.01
3
294.07
294.09
294.56
294.16
294.15
294.65
294.56
294.26
294.27
294.06
294.01
294.01
4
294.07
294.09
294.67
294.52
294.15
294.44
294.56
294.26
294.27
294.05
294.01
294.01
5
294.07
294.09
294.64
294.82
294.15
294.42
294.70
294.26
294.27
294.05
294.01
294.01
6
294.07
294.09
294.59
294.57
294.15
294.44
294.91
294.26
294.27
294.05
294.01
294.01
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Gage Height in Meter (MSL.) Water Year April 1, 2012 to March 31, 2013
7
294.18
294.09
294.54
294.45
294.15
294.96
294.62
294.25
294.27
294.04
294.01
294.01
8
294.44
294.07
294.55
294.42
294.15
294.76
294.57
294.25
294.27
294.04
294.01
294.01
9
294.36
294.11
294.57
294.43
294.13
294.66
294.96
294.24
294.27
294.05
294.01
294.01
10
294.29
294.16
294.75
294.44
294.10
294.62
294.61
294.23
294.27
294.03
294.01
294.01
11
294.23
294.33
294.55
294.45
294.08
294.64
294.51
294.24
294.25
294.05
294.01
294.01
12
294.32
294.38
294.46
294.43
294.08
294.84
294.47
294.26
294.14
294.05
294.01
294.01
13
294.32
294.30
294.41
294.37
294.07
294.69
294.41
294.28
294.14
294.07
294.01
294.01
14
294.39
294.25
294.36
294.42
294.04
294.78
294.35
294.26
294.14
294.07
294.01
294.01
15
294.25
294.23
294.32
294.41
294.01
294.94
294.32
294.24
294.14
294.07
294.01
294.01
16
294.21
294.69
294.32
294.33
293.99
295.17
294.43
294.23
294.14
294.07
294.01
294.01
17
294.21
294.64
294.30
294.30
294.50
295.44
294.45
294.22
294.14
294.08
294.01
294.01
18
294.17
294.58
294.30
294.28
294.36
294.67
294.37
294.22
294.14
294.08
294.01
294.01
19
294.15
294.37
294.30
294.27
294.30
294.57
294.36
294.22
294.14
294.08
294.01
294.01
20
294.15
294.33
294.30
294.26
294.28
294.57
294.37
294.22
294.14
294.09
294.01
294.01
21
294.13
294.36
294.29
294.22
294.26
294.59
294.32
294.22
294.14
294.09
294.01
294.00
22
294.13
294.32
294.27
294.21
294.26
294.63
294.32
294.22
294.14
294.09
294.01
294.00
23
294.13
294.26
294.27
294.20
294.25
294.57
294.32
294.22
294.14
294.10
294.01
294.00
24
294.13
294.25
294.27
294.18
294.49
294.66
294.27
294.22
294.14
294.10
294.01
294.00
25
294.13
294.24
294.25
294.18
294.45
294.60
294.27
294.24
294.14
294.08
294.01
294.00
26
294.11
294.23
294.24
294.14
294.35
294.50
294.27
294.25
294.14
294.01
294.01
294.00
27
294.11
294.60
294.22
294.08
294.38
295.80
294.28
294.25
294.07
293.97
294.01
294.00
28
294.09
294.62
294.19
294.10
294.42
295.26
294.32
294.25
294.07
293.95
294.01
294.00
29
294.09
294.62
294.19
294.11
294.44
295.50
294.27
294.25
294.07
293.95
294.00
30
294.09
294.70
294.16
294.13
294.46
294.77
294.27
294.27
294.04
293.95
294.00
31
294.49
294.14
294.48
294.27
294.04
293.95
294.00
----------
--------------
Mean
294.17
294.31
294.40
294.30
294.24
294.76
294.45
294.24
294.17
294.05
294.01
294.01
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Max
294.44
294.70
294.75
294.82
294.50
295.80
294.96
294.28
294.28
294.10
294.01
294.01
295.80
Min
294.07
294.07
294.16
294.08
293.99
294.32
294.27
294.22
294.04
293.95
294.01
294.00
293.95
296.17
m. (MSL.) ,
294.17
m. (MSL.) ,
River Bed 293.78
m. (MSL)
300.06
m. (MSL.) ,
299.52
m. (MSL.) ,
Drainage Area 143 Square Kilometers
at 06.00 Hours, on Sep 27, 2012
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Right Bank Elevation
Left Bank Elevation