Basic HTML Version
720
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WATER YEAR : 2013
SOUTHERN PENINSULA WEST COAST
Khlong Ta Kuaw Pa at Ban Talat Kao , Phangnga (X.186)
Lat 08 - 49 - 47 N Long 98 - 22 - 17 E
Locat on : on e t an at Ban Ta at Kao.
734
sq.km.
Water - stage recorder
+0.000 m. (MSL.)
B.M.-H.D.
On left bank about 10 meters from the top staff gage.
Elevation
Recording
Amphoe
Ta Kuaw Pa
Changwat
Phangnga
Ban
Talat Kao
Gage Reading Frequency
Zero Gage at Bottom
+4.980 m. (MSL.)
Type of Gage
Bench Mark
Location BM
Drainge Area
Arithmetic mean of 24 readings
1996 to date
2003 to date
-
2003 to date
Stable.
No overbank flow.
Basis of Mean Daily Gage Height
Rated by Current Meter
Stability of Channel Regimes
Overbank Flow Conditions
Rating Operation
Period of Rating
Rated by Flot
Period of Available Gage Records
Records good. Stage-discharge relation defined by 21 discharge measurements made in 2013.
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
-0.70
-0.85
-0.10
0.08
3.56
0.14
1.04
-0.04
-0.34
-0.61
-0.73
-0.82
2
-0.71
-0.84
1.29
1.19
4.73
0.08
0.61
-0.10
-0.37
-0.57
-0.73
-0.78
3
-0.75
-0.89
0.59
1.96
4.79
0.05
0.58
-0.12
-0.37
-0.55
-0.75
-0.79
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Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
General Description
4
-0.71
-0.90
0.52
4.65
3.30
0.06
2.05
-0.15
-0.37
-0.55
-0.80
-0.81
5
-0.70
-0.91
0.22
3.98
1.93
-0.04
2.76
-0.17
-0.38
-0.57
-0.87
-0.86
6
-0.79
-0.85
-0.23
2.35
1.74
0.00
3.20
-0.21
-0.39
-0.62
-0.94
-0.94
7
-0.93
-0.02
-0.19
1.57
1.43
-0.01
3.54
-0.23
-0.43
-0.68
-1.01
-1.02
8
-0.92
-0.52
-0.30
1.11
1.34
0.14
3.37
-0.28
-0.50
-0.78
-1.04
-1.09
9
-0.95
-0.45
-0.13
0.96
1.14
0.06
2.69
-0.29
-0.57
-0.85
-1.04
-1.14
10
-0.92
-0.40
0.77
0.72
0.88
0.17
1.99
-0.29
-0.62
-0.88
-1.03
-1.15
11
-0.88
-0.50
2.25
0.68
0.66
1.54
1.28
-0.17
-0.64
-0.88
-1.00
-1.14
12
0 93
0 57
4 56
0 48
0 64
2 51
0 97
0 16
0 63
0 87
0 96
1 12
- .
- .
.
.
.
.
.
- .
- .
- .
- .
- .
13
-0.93
-0.58
4.72
0.40
1.12
1.61
0.76
-0.17
-0.63
-0.86
-0.92
-1.09
14
-0.90
-0.58
3.37
2.25
1.06
1.84
0.68
-0.28
-0.63
-0.84
-0.89
-1.06
15
-0.90
-0.61
3.70
2.27
0.60
1.15
0.48
-0.25
-0.61
-0.80
-0.86
-1.02
16
-0.88
-0.64
4.31
2.48
0.44
0.71
0.33
-0.23
-0.57
-0.76
-0.83
-0.97
17
-0.86
-0.65
3.59
1.78
0.31
0.52
0.27
-0.14
-0.55
-0.77
-0.81
-0.92
18
-0.68
-0.59
2.57
1.69
0.22
0.35
0.30
-0.31
-0.53
-0.77
-0.82
-0.88
19
-0.77
0.26
2.20
1.26
0.12
0.33
0.33
-0.35
-0.54
-0.76
-0.85
-0.87
20
-0.87
0.65
2.03
0.90
0.06
1.88
0.43
-0.38
-0.55
-0.78
-0.88
-0.88
21
-0.90
0.41
1.53
0.91
0.06
1.21
0.45
-0.41
-0.59
-0.83
-0.93
-0.90
22
-0.90
-0.01
1.30
1.63
0.05
0.74
0.40
-0.39
-0.64
-0.88
-0.99
-0.96
23
-0.90
0.20
0.99
2.60
0.11
0.54
0.74
-0.38
-0.68
-0.90
-1.05
-1.00
24
-0.88
0.08
0.52
2.42
0.76
0.39
0.64
-0.20
-0.71
-0.94
-1.07
-1.08
25
-0.85
0.64
0.25
2.66
0.58
0.20
0.36
-0.36
-0.74
-0.97
-1.05
-1.13
26
-0.84
1.50
0.17
1.58
0.34
0.08
0.59
-0.45
-0.78
-0.96
-0.99
-1.11
27
-0.81
0.67
0.43
1.16
0.13
0.14
0.35
-0.43
-0.79
-0.93
-0.94
-1.05
28
-0.78
0.43
0.31
0.93
-0.01
0.42
0.18
-0.06
-0.77
-0.90
-0.88
-1.00
29
-0.87
0.61
0.26
0.64
-0.03
1.19
0.07
-0.36
-0.75
-0.86
-0.94
30
-0.83
0.02
0.16
0.50
-0.02
1.65
-0.01
-0.28
-0.72
-0.80
-0.88
31
-0.02
0.81
0.01
-0.03
-0.67
-0.75
-0.82
----------
--------------
Mean
-0.84
-0.19
1.39
1.57
1.03
0.66
1.01
-0.25
-0.58
-0.79
-0.92
-0.97
Max
-0.68
1.50
4.72
4.65
4.79
2.51
3.54
-0.04
-0.34
-0.55
-0.73
-0.78
4.79
Min
-0.95
-0.91
-0.30
0.08
-0.03
-0.04
-0.03
-0.45
-0.79
-0.97
-1.07
-1.15
-1.15
5.54
m. (MSL.) ,
0.00
m. (MSL.) ,
River Bed -2.13
m. (MSL.)
5.79
m. (MSL.) ,
5.82
m. (MSL.) ,
Drainage Area 734 Square Kilometers
at 22.00 Hours , on Aug 2 , 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Right Bank Elevation
Left Bank Elevation
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