Basic HTML Version
624
Location : on left bank at Ban Tha Khanon.
2,968
sq.km.
WATER YEAR : 2012
TAPI RIVER BASIN
Khlong Phum Duang at Ban Tha Khanon , Surat Thani (X.36)
Lat 09 - 01 - 44 N Long 98 - 58 - 00 E
Amphoe
Khiri Ratnikhom
Changwat
Surat Thani
Ban
Tha Khanon
Drainge Area
Staff gage
+0.000 m. (MSL.)
B.M.-H.D.
On left bank near the sixth staff gage.
Elevation
5-time daily readings at 06.00, 09.00, 12.00, 15.00 and 18.00 hours.
Arithmetic mean of 5 readings
1963 to date
+10.520 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
1989 to date
-
1989 to date
Fairly stable.
No overbank flow.
Records good. Flow regulated by Ratcha Prapha Dam.
Stage-discharge relation defined by 22 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
2.78
3.96
5.19
4.36
3.29
2.15
3.39
1.81
2.71
1.51
1.49
2.64
2
2.15
3.91
4.94
4.20
2.67
2.05
4.22
1.84
2.48
1.47
1.44
3.15
3
2.39
3.96
4.74
4.24
2.60
3.37
3.87
1.77
2.53
1.67
1.78
2.81
4
2.10
4.21
4.18
2.93
2.79
3.93
3.78
2.01
2.25
1.53
3.00
2.10
5
2.46
4.08
5.02
2.82
2.91
3.91
4.19
1.81
2.81
1.71
2.07
1.99
6
2.54
3.08
8.51
2.34
3.70
3.89
2.94
1.81
3.05
1.46
1.96
2.15
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Gage Height in Meter (MSL.) Water Year April 1, 2012 to March 31, 2013
7
2.07
4.77
9.75
2.67
3.64
4.41
2.61
2.36
2.11
1.77
1.86
2.01
8
2.51
4.60
9.00
2.71
3.56
5.03
2.22
2.49
2.13
3.70
1.97
2.04
9
3.89
3.60
8.67
3.21
3.18
4.72
2.43
3.11
2.32
3.88
2.23
1.96
10
3.69
3.77
8.06
5.01
3.27
4.30
3.42
3.85
2.07
3.08
2.07
2.08
11
3.51
4.14
6.11
4.33
3.37
3.74
2.74
3.56
2.49
2.64
2.60
1.86
12
4.13
4.15
4.03
4.70
3.42
3.83
3.58
3.86
2.40
1.77
3.87
2.63
13
2.96
4.26
3.43
3.90
1.95
3.54
2.57
3.80
2.22
1.17
3.42
2.64
14
2.43
4.04
3.42
3.56
1.93
4.68
2.49
2.82
2.08
0.86
2.06
2.09
15
2.06
4.21
3.96
2.97
1.95
5.15
2.51
2.94
1.98
1.20
2.02
2.16
16
2.38
3.82
3.91
3.80
2.53
5.04
2.14
2.40
2.46
1.42
2.04
1.96
17
2.38
3.39
3.49
3.15
3.17
5.02
1.81
2.69
2.00
1.35
2.46
3.50
18
3.80
3.80
3.22
2.99
2.83
4.34
2.40
2.84
2.05
1.33
2.18
2.38
19
3.53
4.13
3.04
3.43
1.99
4.24
2.49
2.98
1.96
1.32
2.40
2.37
20
2.79
3.98
2.90
3.56
1.66
3.59
2.22
3.00
1.82
1.22
2.07
1.73
21
4.00
3.25
3.10
3.68
2.13
3.66
2.35
2.69
1.70
2.07
2.04
1.80
22
4.13
4.15
2.95
4.03
2.73
3.15
2.12
2.96
1.32
1.77
1.90
1.73
23
4.09
4.64
4.06
2.91
2.53
3.37
2.12
3.57
1.72
1.97
1.40
1.48
24
4.53
4.92
2.90
2.79
2.97
2.62
1.93
3.76
1.77
2.04
1.85
2.58
25
4.48
4.37
2.77
2.36
2.17
2.27
2.13
3.19
1.92
1.93
1.24
2.41
26
3.94
4.34
2.63
2.93
2.53
3.34
1.99
3.32
1.95
2.13
2.26
2.82
27
4.30
4.12
2.42
2.89
2.22
3.44
1.86
3.15
1.90
1.93
1.83
2.74
28
4.16
4.37
2.48
3.50
2.27
4.77
1.97
3.42
2.12
1.64
2.16
2.77
29
4.57
5.49
2.73
3.89
3.21
5.30
1.74
3.53
2.31
1.63
2.82
30
4.42
5.88
3.64
3.37
4.57
5.02
1.98
2.93
2.85
1.85
2.68
31
5.55
3.49
4.42
1.89
2.32
1.96
2.76
----------
--------------
Mean
3.31
4.22
4.51
3.44
2.84
3.93
2.58
2.88
2.19
1.84
2.13
2.35
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Max
4.57
5.88
9.75
5.01
4.57
5.30
4.22
3.86
3.05
3.88
3.87
3.50
9.75
Min
2.06
3.08
2.42
2.34
1.66
2.05
1.74
1.77
1.32
0.86
1.24
1.48
0.86
9.80
m. (MSL.) ,
0.00
m. (MSL.) ,
River Bed -0.42
m. (MSL.)
12.10
m. (MSL.) ,
12.11
m. (MSL.) ,
Drainage Area 2968 Square Kilometers
at 06.00 Hours , on Jun 7 , 2012
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation