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WATER YEAR : 2013
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
Locat on : on r g t an at Ban Wang Ta an T ong.
335
sq.km.
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.
+390.970 m. (MSL.)
Bench Mark
Type of Gage
Amphoe
Pak Chong
Changwat
Nakhon Ratchasima
Ban
Wang Takian Thong
Drainge Area
Location BM
Gage Reading Frequency
Zero Gage at Bottom
Arithmetic mean of 5 readings
1990 to date
1990 to date
-
1990 to date
Fairly stable.
Overbank flow starts at elevation +389.220 m.(MSL.), records are channel flow only.
Rated by Current Meter
Stability of Channel Regimes
Overbank Flow Conditions
Rating Operation
Period of Rating
Rated by Flot
Period of Available Gage Records
Basis of Mean Daily Gage Height
Records good. Stage-discharge relation defined by 71 discharge measurements made in 2013.
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
386.09
386.27
386.47
386.35
386.36
386.51
387.44
386.57
386.41
386.30
386.24
386.24
2
386.25
386.20
386.43
386.34
386.49
386.48
387.24
386.56
386.41
386.30
386.24
386.24
3
386.20
386.18
386.62
386.34
386.42
386.45
387.59
386.54
386.39
386.30
386.24
386.23
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Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
General Description
4
386.18
386.24
386.46
386.48
386.46
386.53
387.84
386.53
386.38
386.30
386.24
386.22
5
386.15
386.25
386.38
386.52
386.51
386.47
387.32
386.51
386.38
386.30
386.24
386.22
6
386.12
386.25
386.57
386.51
386.51
386.48
387.12
386.49
386.37
386.29
386.24
386.22
7
386.11
386.25
386.55
386.49
386.44
386.65
391.20
386.49
386.37
386.29
386.24
386.21
8
386.10
386.78
386.75
386.47
386.67
387.02
388.78
386.55
386.36
386.28
386.24
386.21
9
386.09
386.31
386.44
386.40
386.67
387.14
387.68
386.66
386.36
386.28
386.24
386.21
10
386.08
386.41
386.37
386.40
386.74
386.84
387.22
386.58
386.35
386.30
386.24
386.19
11
386.07
386.76
386.34
386.44
386.68
386.69
387.02
386.54
386.33
386.28
386.24
386.19
12
386 06
386 46
387 00
386 39
386 86
386 63
386 92
386 51
386 33
386 28
386 24
386 22
.
.
.
.
.
.
.
.
.
.
.
.
13
386.06
386.46
387.29
386.37
387.17
386.60
386.83
386.49
386.32
386.26
386.24
386.19
14
386.06
386.35
387.12
386.35
387.19
387.01
386.78
386.50
386.32
386.25
386.24
386.18
15
386.04
386.31
386.68
386.32
386.77
386.99
386.74
386.50
386.32
386.25
386.24
386.18
16
386.04
386.49
386.49
386.34
386.58
386.86
387.48
386.49
386.33
386.24
386.24
386.17
17
386.04
386.92
386.41
386.31
386.50
386.76
388.16
386.51
386.35
386.24
386.24
386.16
18
386.04
386.51
386.38
386.30
386.45
386.67
387.40
386.50
386.31
386.24
386.24
386.22
19
386.03
386.36
386.88
386.28
386.41
387.16
387.82
386.49
386.35
386.24
386.24
386.23
20
386.03
386.32
386.74
386.26
386.39
389.69
387.47
386.46
386.34
386.23
386.24
386.19
21
386.02
386.36
386.62
386.25
386.36
388.59
387.18
386.46
386.33
386.24
386.24
386.19
22
386.02
386.43
386.67
386.24
386.35
387.55
387.01
386.44
386.33
386.24
386.24
386.19
23
386.40
386.36
386.50
386.27
386.35
387.13
386.92
386.44
386.33
386.24
386.24
386.19
24
386.53
386.22
386.53
386.30
386.42
386.96
386.84
386.43
386.33
386.24
386.24
386.19
25
386.52
386.30
386.52
386.35
386.39
386.84
386.77
386.46
386.33
386.24
386.24
386.19
26
386.52
386.39
386.88
386.34
386.44
387.44
386.73
386.48
386.32
386.24
386.24
386.19
27
386.47
386.30
386.62
386.32
386.44
387.48
386.68
386.45
386.30
386.24
386.24
386.25
28
386.44
386.25
386.49
386.30
386.45
388.44
386.65
386.44
386.30
386.24
386.24
386.19
29
386.43
386.22
386.44
386.29
386.41
387.63
386.63
386.43
386.30
386.24
386.19
30
386.42
386.23
386.43
386.30
386.41
387.71
386.61
386.42
386.30
386.24
386.18
31
386.28
386.36
386.48
386.58
386.30
386.24
386.17
----------
--------------
Mean
386.19
386.37
386.60
386.35
386.54
387.11
387.31
386.50
386.34
386.26
386.24
386.20
Max
386.53
386.92
387.29
386.52
387.19
389.69
391.20
386.66
386.41
386.30
386.24
386.25
391.20
Min
386.02
386.18
386.34
386.24
386.35
386.45
386.58
386.42
386.30
386.23
386.24
386.16
386.02
391.57
m. (MSL.) ,
382.99
m. (MSL.) ,
River Bed 385.83
m. (MSL.)
390.51
m. (MSL.) ,
389.22
m. (MSL.) ,
Drainage Area 335 Square Kilometers
at 12.00 Hours , on Oct 7, 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation
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