Basic HTML Version
452
Location : on left bank at Ban Mok Taew.
-
sq.km.
WATER YEAR : 2011
SAKAE KRANG RIVER BASIN
Huai Khwee at Ban Mok Taew, Uthai Thani (Ct.22)
Lat 15 - 20 - 30 N Long 99 - 59 - 09 E
Amphoe
Nong Kha Yang
Changwat
Uthai Thani
Ban
Mok Taew
Drainge Area
Water - stage recorder
+0.000 m. (MSL.)
B.M.-H.D.
On left bank at the abutment of the bridge
Elevation
Recording
Arithmetic means of 24 readings
2008 to date
+35.110 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
2008 to date
-
2008 to date
Fairly stable.
No overbank flow
Records good. Stage-discharge relation defined by 5 discharge measurements made in 2011.
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
31.46
30.95
31.59
31.47
31.54
31.52
31.52
31.46
31.40
30.11
30.74
30.74
2
31.46
30.92
31.54
31.54
31.54
31.51
31.55
31.46
31.39
30.11
30.74
30.74
3
31.46
30.92
31.56
31.54
31.54
31.50
31.56
31.44
31.34
30.11
30.74
30.74
4
31.46
31.28
31.56
31.59
31.52
31.50
31.62
31.44
31.26
30.11
30.74
30.74
5
31.46
31.42
31.55
31.60
31.49
31.64
31.64
31.44
31.18
30.11
30.74
30.74
6
31.45
31.48
31.58
31.59
31.47
31.73
31.49
31.44
31.10
30.11
30.74
30.74
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Gage Height in Meter (MSL.) Water Year April 1, 2011 to March 31, 2012
7
31.40
31.47
31.60
31.57
31.46
31.77
30.98
31.42
31.05
30.11
30.74
30.74
8
31.30
31.47
31.63
31.53
31.45
31.75
31.30
31.43
31.02
30.25
30.74
30.74
9
31.24
31.46
31.63
31.50
31.45
31.69
31.56
31.37
30.95
30.67
30.74
30.74
10
31.23
31.46
31.62
31.49
31.46
31.71
31.55
31.30
30.85
31.25
30.74
30.74
11
31.25
31.46
31.59
31.48
31.53
31.90
31.54
31.25
30.71
31.04
30.74
30.74
12
31.20
31.46
31.55
31.48
31.54
31.98
31.51
31.15
30.56
30.81
30.74
30.74
13
31.16
31.46
31.51
31.53
31.56
32.06
31.48
31.06
30.44
30.70
30.74
30.74
14
31.15
31.46
31.48
31.64
31.58
32.06
31.49
31.02
30.35
30.70
30.74
30.74
15
31.12
31.50
31.47
31.72
31.57
32.00
31.56
30.98
30.24
30.63
30.74
30.74
16
31.08
31.52
31.45
31.75
31.58
31.92
31.69
30.88
30.19
30.58
30.74
30.74
17
31.06
31.54
31.45
31.83
31.62
31.84
31.78
30.79
30.19
30.52
30.74
30.74
18
31.04
31.53
31.47
31.81
31.70
31.90
31.82
30.61
30.17
30.47
30.74
30.74
19
31.05
31.53
31.46
31.75
31.71
31.92
31.77
30.42
30.12
30.43
30.74
30.74
20
31.07
31.53
31.46
31.68
31.71
31.95
31.70
30.34
30.10
30.36
30.74
30.74
21
31.05
31.52
31.48
31.61
31.69
31.91
31.65
30.27
30.05
30.32
30.74
30.74
22
31.03
31.51
31.49
31.58
31.64
31.88
31.60
30.17
30.07
30.30
30.74
30.74
23
31.01
31.50
31.49
31.56
31.58
31.85
31.57
30.20
30.11
30.19
30.74
30.74
24
31.00
31.48
31.50
31.58
31.54
31.77
31.56
31.12
30.11
30.09
30.74
30.74
25
30.98
31.45
31.48
31.55
31.52
31.67
31.52
31.36
30.11
30.09
30.74
30.74
26
30.93
31.46
31.46
31.58
31.50
31.46
31.49
31.11
30.11
30.09
30.74
30.74
27
30.92
31.50
31.45
31.64
31.49
30.94
31.48
30.74
30.11
30.09
30.74
30.74
28
30.91
31.62
31.45
31.62
31.48
31.34
31.47
30.75
30.11
30.09
30.74
30.74
29
30.93
31.58
31.45
31.58
31.49
31.31
31.48
31.36
30.11
30.09
30.74
30.74
30
30.97
31.54
31.44
31.56
31.52
31.53
31.48
31.39
30.11
30.09
30.74
31
31.62
31.53
31.54
31.47
30.11
30.09
30.74
----------
--------------
Mean
31.16
31.44
31.51
31.60
31.55
31.72
31.54
31.04
30.51
30.35
30.74
30.74
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Max
31.46
31.62
31.63
31.83
31.71
32.06
31.82
31.46
31.40
31.25
30.74
30.74
32.06
Min
30.91
30.92
31.44
31.47
31.45
30.94
30.98
30.17
30.05
30.09
30.74
30.74
30.05
32.11
m. (MSL.) ,
0.00
m. (MSL.) ,
River Bed 30.93
m. (MSL)
34.96
m. (MSL.) ,
34.98
m. (MSL.) ,
Drainage Area
Square Kilometers
at 03.00 Hours , on Sep 14 , 2011
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation