Basic HTML Version
722
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WATER YEAR : 2013
SOUTHERN PENINSULA WEST COAST
Khlong Ta Kuaw Pa at Ban Hin Dan , Phangnga (X.187)
Lat 08 - 46 - 25 N Long 98 - 23 - 36 E
Locat on : on e t an at t e r ge on Surat T anu - P ang Nga H g way.
546
sq.km.
Staff gage
+0.000 m. (MSL.)
B.M.-H.D.
On left bank about 4 meters from the top staff gage.
Elevation
5-time daily readings at 06.00, 09.00, 12.00, 15.00 and 18.00 hours.
Amphoe
Ta Kuaw Pa
Changwat
Phangnga
Ban
Hin Dan
Gage Reading Frequency
Zero Gage at Bottom
+9.230 m. (MSL.)
Type of Gage
Bench Mark
Location BM
Drainge Area
Arithmetic means of 5 readings
1996 to date
1996 to date
-
1996 to date
Fairly 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 22 discharge measurements made in 2013.
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
5.18
5.34
5.58
5.57
7.13
5.67
5.96
5.39
4.96
4.78
4.69
4.57
2
5.22
5.29
6.25
6.16
8.96
5.89
6.30
5.34
4.90
4.78
4.69
4.55
3
5.24
5.25
6.28
6.43
8.14
5.74
6.92
5.36
4.90
4.78
4.69
4.53
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Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
General Description
4
5.21
5.22
6.17
8.48
7.17
5.82
6.77
5.16
4.89
4.78
4.69
4.50
5
5.23
5.27
5.99
7.47
6.29
5.72
6.55
5.10
4.90
4.76
4.69
4.50
6
5.20
5.35
5.75
6.59
6.17
5.45
6.84
5.27
4.89
4.76
4.67
4.49
7
5.20
5.43
5.68
6.33
6.39
5.37
7.09
5.34
4.88
4.76
4.67
4.47
8
5.18
5.38
5.60
6.31
6.24
5.44
7.08
5.41
4.88
4.76
4.67
4.45
9
5.16
5.43
5.69
6.12
6.32
5.52
6.77
5.49
4.88
4.76
4.67
4.42
10
5.19
5.38
6.68
5.88
6.22
5.90
6.39
5.50
4.88
4.75
4.67
4.40
11
5.26
5.35
6.83
5.87
5.95
7.44
6.08
5.40
4.88
4.75
4.67
4.39
12
5 24
5 32
8 32
5 88
5 87
7 97
5 95
5 51
4 87
4 75
4 67
4 37
.
.
.
.
.
.
.
.
.
.
.
.
13
5.19
5.35
8.11
5.85
5.94
7.01
5.86
5.30
4.87
4.75
4.67
4.35
14
5.21
5.38
7.17
6.11
6.02
6.19
5.68
5.26
4.88
4.75
4.67
4.32
15
5.25
5.35
7.90
6.14
5.93
5.55
5.70
5.20
4.89
4.75
4.67
4.30
16
5.21
5.35
8.03
6.26
5.83
5.31
5.63
5.20
4.90
4.75
4.66
4.28
17
5.62
5.36
7.34
6.55
5.74
5.38
5.59
5.20
4.91
4.75
4.62
4.26
18
5.68
5.48
7.06
6.60
5.69
5.62
5.55
5.18
4.91
4.74
4.62
4.22
19
5.46
5.63
6.83
6.64
5.64
6.25
5.52
5.14
4.90
4.72
4.62
4.20
20
5.42
5.64
6.63
6.47
5.64
6.57
5.55
5.14
4.89
4.72
4.62
4.18
21
5.40
5.63
6.52
6.35
5.62
5.97
5.66
5.10
4.88
4.72
4.62
4.18
22
5.38
5.76
6.36
6.42
5.59
5.66
5.54
5.11
4.85
4.72
4.62
4.18
23
5.35
5.78
6.14
6.86
5.63
5.60
5.46
5.15
4.85
4.72
4.60
4.18
24
5.30
5.76
5.97
6.67
5.65
5.63
5.41
5.20
4.84
4.71
4.60
4.18
25
5.29
6.15
5.79
6.84
5.78
5.60
5.43
5.10
4.83
4.71
4.60
4.17
26
5.28
6.49
5.62
6.60
5.74
5.60
5.42
5.11
4.82
4.71
4.60
4.15
27
5.25
5.92
5.65
6.34
5.69
5.62
5.45
5.44
4.80
4.70
4.59
4.15
28
5.25
5.68
5.64
6.20
5.62
5.72
5.47
5.32
4.80
4.70
4.59
4.15
29
5.21
5.78
5.63
5.88
5.60
6.08
5.44
5.28
4.80
4.70
4.15
30
5.31
5.65
5.57
5.76
5.59
6.20
5.39
5.10
4.75
4.69
4.15
31
5.61
5.84
5.58
5.39
4.75
4.69
4.15
----------
--------------
Mean
5.29
5.54
6.43
6.37
6.11
5.92
5.93
5.26
4.87
4.74
4.65
4.31
Max
5.68
6.49
8.32
8.48
8.96
7.97
7.09
5.51
4.96
4.78
4.69
4.57
8.96
Min
5.16
5.22
5.57
5.57
5.58
5.31
5.39
5.10
4.75
4.69
4.59
4.15
4.15
9.30
m. (MSL.) ,
0.00
m. (MSL.) ,
River Bed 3.46
m. (MSL.)
11.63
m. (MSL.) ,
11.65
m. (MSL.) ,
Drainage Area 546 Square Kilometers
at 16.00 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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