Basic HTML Version
146
Location : on right bank at Ban Wang Takian Thong.
335
sq.km.
WATER YEAR : 2012
MUN RIVER BASIN
Lam Phra Phloeng at Ban Wang Takian Thong, Nakhon Ratchasima (M.145)
Lat 14 - 29 - 24 N Long 101 - 41 - 14 E
Amphoe
Pak Chong
Changwat
Nakhon Ratchasima
Ban
Wang Takian Thong
Drainge Area
Staff gage.
+382.990 m. (MSL.)
B.M.-H.D.
On right bank about 12 meters from the top staff gage.
Elevation
5-time daily readings at 06.00, 09.00, 12.00, 15.00 and 18.00 hours.
Arithmetic mean of 5 readings
1990 to date
+390.970 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
1990 to date
-
1990 to date
Stable.
No overbank flow.
Records very good. Stage-discharge relation defined by 65 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
386.13
386.14
386.59
386.26
386.30
386.53
387.15
386.47
386.40
386.24
386.25
386.12
2
386.13
386.14
386.59
386.26
386.29
386.47
386.92
386.40
386.39
386.24
386.25
386.18
3
386.13
386.13
386.50
386.27
386.28
386.55
386.94
386.39
386.36
386.23
386.24
386.20
4
386.21
386.24
386.53
386.48
386.27
386.76
386.91
386.38
386.36
386.23
386.24
386.19
5
386.17
386.22
386.55
386.36
386.29
386.70
386.92
386.38
386.34
386.23
386.24
386.39
6
386.36
386.22
386.47
386.37
386.39
386.87
387.06
386.38
386.33
386.22
386.23
386.29
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Gage Height in Meter (MSL.) Water Year April 1, 2012 to March 31, 2013
7
386.40
386.22
386.51
386.37
386.39
387.52
386.97
386.38
386.34
386.22
386.22
386.23
8
386.83
386.23
386.47
386.37
386.39
387.29
387.32
386.38
386.34
386.22
386.22
386.22
9
386.67
386.29
386.44
386.35
386.39
387.13
388.48
386.39
386.32
386.22
386.22
386.19
10
386.43
386.43
386.49
386.32
386.39
387.49
387.50
386.41
386.34
386.22
386.22
386.19
11
386.38
386.30
386.78
386.35
386.40
387.96
387.13
386.41
386.35
386.22
386.20
386.19
12
386.34
386.34
386.61
386.39
386.39
387.07
386.95
386.40
386.33
386.21
386.19
386.18
13
386.35
386.32
386.51
386.45
386.39
386.98
386.83
386.44
386.33
386.21
386.20
386.17
14
386.43
386.23
386.45
386.42
386.39
387.06
386.75
386.42
386.32
386.21
386.24
386.16
15
386.54
386.24
386.39
386.37
386.39
387.92
386.70
386.41
386.31
386.20
386.23
386.17
16
386.40
386.70
386.36
386.34
386.39
388.31
386.74
386.37
386.30
386.20
386.21
386.17
17
386.37
386.63
386.35
386.32
386.39
388.59
386.66
386.37
386.30
386.20
386.21
386.31
18
386.36
386.68
386.35
386.29
386.39
387.53
386.63
386.36
386.30
386.20
386.21
386.36
19
386.34
386.65
386.36
386.27
386.39
387.21
386.59
386.37
386.30
386.20
386.19
386.33
20
386.30
386.51
386.36
386.26
386.39
387.12
386.56
386.38
386.29
386.20
386.18
386.26
21
386.29
386.43
386.35
386.24
386.39
387.13
386.55
386.38
386.29
386.20
386.17
386.23
22
386.26
386.39
386.33
386.22
386.39
387.07
386.52
386.37
386.29
386.19
386.17
386.22
23
386.40
386.35
386.31
386.26
386.39
387.24
386.51
386.35
386.27
386.19
386.16
386.22
24
386.25
386.32
386.30
386.25
386.39
387.33
386.51
386.36
386.26
386.19
386.15
386.20
25
386.21
386.31
386.30
386.26
386.46
386.98
386.53
386.55
386.26
386.19
386.14
386.18
26
386.19
386.53
386.28
386.26
386.43
387.23
386.52
386.60
386.26
386.26
386.13
386.18
27
386.19
386.89
386.27
386.28
386.42
388.84
386.50
386.49
386.25
386.24
386.11
386.17
28
386.17
387.44
386.27
386.30
386.42
387.83
386.47
386.43
386.25
386.26
386.10
386.17
29
386.17
387.10
386.26
386.31
386.52
388.67
386.43
386.44
386.25
386.26
386.15
30
386.16
386.77
386.25
386.32
386.54
387.68
386.43
386.45
386.25
386.25
386.12
31
386.73
386.31
386.61
386.47
386.25
386.25
386.10
----------
--------------
Mean
386.32
386.46
386.42
386.32
386.40
387.37
386.81
386.41
386.31
386.22
386.20
386.21
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Max
386.83
387.44
386.78
386.48
386.61
388.84
388.48
386.60
386.40
386.26
386.25
386.39
388.84
Min
386.13
386.13
386.25
386.22
386.27
386.47
386.43
386.35
386.25
386.19
386.10
386.10
386.10
389.09
m. (MSL.) ,
382.99
m. (MSL.) ,
River Bed 385.71
m. (MSL)
394.78
m. (MSL.) ,
390.34
m. (MSL.) ,
Drainage Area 335 Square Kilometers
at 06.00 Hours , on Oct 9, 2012
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation