Basic HTML Version
430
Location : on left bank at Ban Hat Tanong.
3,641
sq.km.
WATER YEAR : 2012
SAKAE KRANG RIVER BASIN
Sakae Krang River at Ban Hat Tanong, Uthai Thani (Ct.2A)
Lat 15 - 24 - 39 N Long 100 - 03 - 29 E
Amphoe
Mueang
Changwat
Uthai Thani
Ban
Hat Tanong
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 mean of 24 readings
2008 to date
+20.130 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 because of backwater effect.
No overbank flow.
Records good. Stage-discharge relation defined by 8 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
15.86
14.23
16.56
16.49
16.53
16.91
17.69
16.49
16.22
15.40
15.54
15.04
2
15.86
14.23
16.57
16.43
16.55
16.91
17.38
16.39
16.27
15.38
15.64
15.25
3
15.89
14.33
16.61
16.42
16.54
16.77
17.02
16.25
16.37
15.33
15.80
15.42
4
15.90
14.46
16.59
16.41
16.54
16.90
16.88
16.49
16.45
15.32
15.86
15.65
5
15.76
14.91
16.54
16.38
16.52
16.90
16.84
16.72
16.52
15.29
15.90
15.85
6
15.57
15.63
16.56
16.40
16.52
16.88
16.82
16.42
16.55
15.36
15.88
15.84
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Gage Height in Meter (MSL.) Water Year April 1, 2012 to March 31, 2013
7
15.45
16.04
16.55
16.50
16.51
17.19
16.82
15.71
16.58
15.54
15.86
15.82
8
15.46
16.17
16.55
16.53
16.50
17.46
16.71
15.76
16.55
15.76
15.83
15.81
9
15.53
16.32
16.20
16.54
16.52
17.86
16.87
16.07
16.45
15.84
15.78
15.82
10
15.66
16.39
16.14
16.52
16.51
18.22
17.42
16.22
16.40
15.80
15.74
15.83
11
16.15
16.59
16.12
16.54
16.51
18.54
17.84
16.27
16.30
15.71
15.72
15.81
12
16.58
16.64
16.13
16.54
16.50
18.64
18.13
16.26
16.15
15.62
15.67
15.75
13
16.67
16.64
16.14
16.54
16.52
18.69
18.21
16.16
16.01
15.51
15.62
15.64
14
16.70
16.64
16.15
16.53
16.51
18.46
17.92
15.99
15.88
15.40
15.57
15.45
15
16.68
16.60
16.14
16.51
16.51
17.86
17.42
15.92
15.85
15.36
15.51
15.28
16
16.56
16.59
16.14
16.50
16.48
17.48
17.16
15.97
15.81
15.31
15.40
15.09
17
16.48
16.59
16.12
16.51
16.52
17.27
16.94
16.07
15.77
15.23
15.30
14.85
18
16.42
16.59
16.09
16.51
16.53
17.29
16.94
16.14
15.77
15.24
15.20
14.72
19
16.30
16.58
16.08
16.53
16.52
17.19
16.87
16.20
15.80
15.28
15.12
14.64
20
16.38
16.58
16.21
16.51
16.50
17.17
16.84
16.27
15.82
15.30
15.02
14.60
21
16.61
16.57
16.37
16.51
16.49
17.21
16.81
16.30
15.82
15.30
14.97
14.52
22
16.61
16.57
16.51
16.51
16.51
17.30
16.77
16.33
15.86
15.28
14.94
14.41
23
16.61
16.56
16.52
16.51
16.50
17.62
16.74
16.35
15.90
15.30
14.80
14.39
24
16.51
16.57
16.53
16.50
16.50
17.39
16.72
16.32
15.92
15.24
14.69
14.37
25
16.24
16.55
16.51
16.44
16.48
17.16
16.63
16.32
15.91
15.19
14.59
14.35
26
15.81
16.55
16.55
16.41
16.51
17.09
16.56
16.29
15.82
15.28
14.54
14.32
27
15.24
16.55
16.50
16.40
16.51
17.11
16.62
16.26
15.68
15.41
14.64
14.28
28
14.76
16.55
16.50
16.41
16.52
17.24
16.63
16.26
15.57
15.53
14.82
14.24
29
14.38
16.55
16.56
16.45
16.54
17.50
16.62
16.22
15.53
15.58
14.22
30
14.29
16.56
16.55
16.52
16.55
17.68
16.59
16.20
15.50
15.59
14.20
31
16.57
16.54
16.65
16.54
15.48
15.54
14.18
----------
--------------
Mean
15.96
16.16
16.38
16.49
16.52
17.46
17.03
16.22
16.02
15.43
15.36
15.02
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Max
16.70
16.64
16.61
16.54
16.65
18.69
18.21
16.72
16.58
15.84
15.90
15.85
18.69
Min
14.29
14.23
16.08
16.38
16.48
16.77
16.54
15.71
15.48
15.19
14.54
14.18
14.18
18.70
m. (MSL.) ,
0.00
m. (MSL.) ,
River Bed 8.23
m. (MSL.)
21.36
m. (MSL.) ,
21.40
m. (MSL.) ,
Drainage Area 3641 Square Kilometers
at 10.00 Hours , on Sep 13 , 2012
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation