Page 212 - Yearbook2013_v56_new

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176
i
i h b k h b id
WATER YEAR : 2013
MUN RIVER BASIN
Lam Ta Khong at Ban Non Sawang, Nakhon Ratchasima (M.177)
Lat 14 - 50 - 57 N Long 101 - 37 - 12 E
Locat on : on r g t an at t e r ge.
1,519
sq.km.
Water - stage recorder
+236.700 m. (MSL.)
B.M.-H.D.
On right bank at the footpath of the bridge.
Elevation
Recording
Drainge Area
Amphoe
Si Khiu
Changwat
Nakhon Ratchasima
Ban
Non Sawang
Gage Reading Frequency
Zero Gage at Bottom
+243.940 m. (MSL.)
Type of Gage
Bench Mark
Location BM
Arithmetic mean of 24 readings
2003 to date
2003 to date
-
2003 to date
Stable.
No overbank flow.
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 30 discharge measurements made in 2013.
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
239.50
238.95
239.05
238.98
238.88
239.71
239.38
239.10
239.44
239.57
239.95
239.74
2
239.49
238.95
239.04
238.97
238.89
239.71
239.86
239.13
239.44
239.78
239.95
239.74
3
239.49
239.12
239.04
238.97
238.91
239.72
240.21
239.13
239.43
239.78
239.94
239.74
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
General Description
4
239.48
239.61
239.04
238.99
238.90
239.72
240.65
239.11
239.43
239.78
239.94
239.74
5
239.47
239.46
239.04
239.00
238.91
239.59
239.78
239.08
239.43
239.78
239.94
239.74
6
239.47
239.40
239.04
238.99
238.93
239.58
239.48
239.07
239.43
239.78
239.92
239.74
7
239.48
239.39
239.04
239.03
238.93
239.71
239.46
239.24
239.43
239.78
239.85
239.74
8
239.47
239.39
239.04
239.04
238.95
239.72
241.23
239.55
239.43
239.78
239.85
239.74
9
239.47
239.40
239.04
238.99
238.94
239.70
239.89
239.54
239.43
239.79
239.85
239.74
10
239.50
239.50
239.04
238.99
238.95
239.68
239.56
239.52
239.43
239.82
239.82
239.76
11
239.50
239.50
239.04
239.00
238.95
239.68
239.40
239.51
239.42
239.98
239.82
239.81
12
239 49
239 50
239 08
239 10
238 93
239 70
239 28
239 49
239 42
239 98
239 82
239 82
.
.
.
.
.
.
.
.
.
.
.
.
13
239.49
239.43
238.65
239.10
238.94
239.70
239.16
239.49
239.42
239.98
239.82
239.83
14
239.48
239.39
238.62
239.10
238.95
239.66
239.10
239.51
239.42
239.98
239.81
239.83
15
239.46
239.21
238.62
239.09
239.02
239.55
239.05
239.50
239.42
239.99
239.80
239.83
16
239.40
239.20
238.62
239.09
239.23
239.45
239.21
239.51
239.43
239.99
239.79
239.83
17
239.40
239.19
238.62
239.09
239.24
239.37
239.85
239.67
239.43
239.98
239.78
239.83
18
239.39
239.13
238.62
239.10
239.24
239.18
240.30
239.65
239.43
239.98
239.78
240.03
19
239.29
239.06
238.63
239.09
239.24
239.22
240.68
239.63
239.43
239.98
239.78
240.18
20
239.27
239.06
238.79
239.09
239.24
239.73
239.95
239.62
239.43
239.98
239.77
240.18
21
239.27
239.06
238.80
239.09
239.25
240.05
239.66
239.63
239.43
239.97
239.75
240.18
22
239.27
239.06
238.75
239.10
239.25
239.54
239.50
239.63
239.43
239.97
239.74
240.19
23
239.24
239.06
238.75
239.10
239.26
239.20
239.38
239.63
239.43
239.97
239.73
240.18
24
238.98
239.06
238.79
239.09
239.26
239.02
239.28
239.62
239.43
239.97
239.73
240.18
25
238.98
239.06
238.91
238.90
239.37
238.82
239.20
239.62
239.43
239.97
239.71
240.17
26
238.96
239.06
238.92
238.89
239.66
238.63
239.12
239.62
239.42
239.97
239.70
240.17
27
238.96
239.06
238.95
238.89
239.67
239.31
239.06
239.56
239.42
240.01
239.74
240.16
28
238.96
239.05
238.95
238.89
239.68
239.43
238.99
239.44
239.42
240.12
239.74
240.07
29
238.96
239.05
238.97
238.90
239.71
239.22
238.91
239.44
239.41
239.98
240.07
30
238.96
239.05
238.97
238.89
239.77
239.64
238.89
239.44
239.42
239.97
240.07
31
239.04
238.89
239.76
238.83
239.42
239.97
240.07
----------
--------------
Mean
239.32
239.21
238.88
239.01
239.19
239.50
239.56
239.46
239.43
239.91
239.82
239.94
Max
239.50
239.61
239.08
239.10
239.77
240.05
241.23
239.67
239.44
240.12
239.95
240.19
241.23
Min
238.96
238.95
238.62
238.89
238.88
238.63
238.83
239.07
239.41
239.57
239.70
239.74
238.62
242.01
m. (MSL.) ,
236.70
m. (MSL.) ,
River Bed 237.43
m. (MSL.)
243.96
m. (MSL.) ,
243.93
m. (MSL.) ,
Drainage Area 1519 Square Kilometers
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at 07.00 Hours, on Oct 8, 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Right Bank Elevation
Left Bank Elevation