Basic HTML Version
148
Location : on right bank at Ban Wang Ka Lo.
335
sq.km.
Drainge Area
WATER YEAR : 2011
MUN RIVER BASIN
Lam Phra Phloeng at Ban Wang Ka Lo, Nakhon Ratchasima (M.145)
Lat 14 - 29 - 24 N Long 101 - 41 - 14 E
Amphoe
Pak Chong
Changwat
Nakhon Ratchasima
Ban
Wang Ka Lo
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 means of 5 readings
1990 to date
Rating Operation
Period of Available Gage Records
Location BM
Basis of Mean Daily Gage Height
Gage Reading Frequency
Zero Gage at Bottom
+390.970 m. (MSL.)
Bench Mark
Type of Gage
1990 to date
-
1990 to date
Fairly stable.
No overbank flow.
Records good. Stage-discharge relation defined by 57 discharge measurements made in 2011.
Period of Rating
Rated by Flot
Rated by Current Meter
Stability of Channel Regimes
Overbank Flow Conditions
General Description
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
386.24
386.58
386.51
386.67
387.10
386.68
387.14
386.61
386.37
386.30
386.23
386.22
2
386.23
386.47
386.52
386.59
387.38
386.59
387.04
386.59
386.37
386.29
386.29
386.19
3
386.23
386.38
386.53
386.54
387.86
386.55
387.17
386.59
386.36
386.29
386.29
386.17
4
386.27
386.33
386.54
386.52
387.66
386.52
387.41
386.57
386.36
386.29
386.38
386.17
5
386.27
386.48
386.56
386.71
387.04
386.50
387.07
386.55
386.36
386.29
386.31
386.19
6
386.35
386.51
386.48
386.61
386.75
386.52
387.48
386.54
386.40
386.29
386.31
386.19
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Gage Height in Meter (MSL.) Water Year April 1, 2011 to March 31, 2012
7
386.42
386.42
386.45
386.49
386.67
386.51
387.32
386.53
386.38
386.28
386.31
386.25
8
386.36
386.38
386.42
386.49
386.60
386.51
387.02
386.53
386.37
386.28
386.34
386.25
9
386.35
386.41
386.44
386.44
386.56
386.52
386.94
386.56
386.37
386.28
386.29
386.24
10
386.30
386.44
386.44
386.42
386.56
387.74
387.07
386.74
386.37
386.30
386.29
386.36
11
386.27
386.54
386.45
386.41
386.59
389.06
388.49
386.64
386.37
386.28
386.27
386.61
12
386.27
386.56
386.39
386.44
386.55
388.49
387.52
386.56
386.37
386.26
386.25
386.42
13
386.27
386.65
386.37
386.40
386.55
388.17
387.42
386.52
386.33
386.26
386.24
386.34
14
386.79
386.99
386.34
386.39
386.62
387.76
387.26
386.52
386.33
386.26
386.24
386.29
15
386.51
386.88
386.35
386.44
386.94
387.49
387.41
386.49
386.33
386.26
386.24
386.26
16
386.35
386.60
386.33
386.44
387.24
387.13
387.49
386.48
386.33
386.26
386.23
386.24
17
386.33
386.53
386.33
386.43
387.27
386.96
387.76
386.48
386.33
386.26
386.23
386.23
18
386.31
386.59
386.32
386.43
387.09
386.86
387.75
386.48
386.33
386.27
386.22
386.22
19
386.33
386.46
386.32
386.47
386.94
386.99
387.30
386.44
386.33
386.28
386.22
386.23
20
386.71
386.40
386.55
386.55
387.00
386.87
387.09
386.44
386.33
386.30
386.22
386.22
21
386.43
386.40
386.39
386.56
386.91
386.75
387.00
386.42
386.33
386.29
386.22
386.28
22
386.43
386.36
386.34
386.56
386.75
386.76
386.92
386.41
386.32
386.27
386.22
386.22
23
386.34
386.38
386.33
386.53
386.65
386.83
386.84
386.44
386.32
386.28
386.22
386.19
24
386.46
386.37
386.31
386.50
386.59
387.41
386.79
386.45
386.31
386.32
386.22
386.18
25
386.39
386.47
386.29
386.46
386.59
387.56
386.75
386.44
386.32
386.32
386.24
386.17
26
386.34
386.57
386.29
386.62
386.59
387.11
386.73
386.43
386.32
386.45
386.23
386.16
27
386.36
386.85
388.90
386.86
386.55
388.69
386.69
386.42
386.31
386.39
386.21
386.16
28
386.48
386.78
388.78
386.78
386.53
388.26
386.67
386.42
386.30
386.33
386.19
386.15
29
386.52
386.84
387.23
386.68
386.59
387.43
386.66
386.40
386.30
386.30
386.22
386.14
30
386.63
386.65
386.84
386.56
386.60
387.13
386.63
386.40
386.30
386.31
386.14
31
386.65
386.65
386.71
386.62
386.30
386.37
386.13
----------
--------------
Mean
386.38
386.55
386.61
386.54
386.84
387.21
387.14
386.50
386.34
386.30
386.25
386.23
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Max
386.79
386.99
388.90
386.86
387.86
389.06
388.49
386.74
386.40
386.45
386.38
386.61
389.06
Min
386.23
386.33
386.29
386.39
386.53
386.50
386.62
386.40
386.30
386.26
386.19
386.13
386.13
390.29
m. (MSL.) ,
382.99
m. (MSL.) ,
River Bed 384.92
m. (MSL)
392.97
m. (MSL.) ,
391.06
m. (MSL.) ,
Drainage Area 335 Square Kilometers
at 24.00 Hours , on Jun 27, 2011
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation