Basic HTML Version
624
Location : on left bank at the bridge of Phet Kasem Highway near the guidepost 373.
61
sq.km.
Drainge Area
WATER YEAR : 2014
WEST COAST - GULF BASIN
Khlong Ang Thong at Ban Ang Thong , Prachuap Khiri Khan (Gt.19)
Lat 11 - 26 - 10 N Long 99 - 33 - 54 E
Amphoe
Thap Sakae
Changwat
Prachuap Khiri Khan
Ban
Ang Thong
Staff gage
+12.447 m. (MSL.)
B.M.-H.D.
On left bank at the abutment of the bridge.
Elevation
5-time daily readings at 06.00, 09.00, 12.00, 15.00 and 18.00 hours.
Arithmetic mean of 5 readings
1987 to date
Rating Operation
Period of Available Gage Records
Location BM
Basis of Mean Daily Gage Height
Gage Reading Frequency
Zero Gage at Bottom
+17.599 m. (MSL.)
Bench Mark
Type of Gage
1987 - 1988, 1993 to date
-
1987 - 1988, 1993 to date
Stable.
No overbank flow.
Records good. Stage-discharge relation defined by 26 discharge measurements made in 2014.
Period of Rating
Rated by Flot
Rated by Current Meter
Stability of Channel Regimes
Overbank Flow Conditions
General Description
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
13.03
13.00
13.07
13.09
12.90
12.83
12.85
12.91
12.87
12.80
12.80
12.79
2
13.03
13.00
13.06
13.09
12.90
12.83
12.85
12.90
12.86
12.80
12.80
12.79
3
13.03
13.01
13.05
13.09
12.89
12.83
12.87
13.00
12.86
12.80
12.80
12.79
4
13.03
13.01
13.06
13.08
12.90
12.82
12.87
13.20
12.85
12.79
12.80
12.80
5
13.02
13.01
13.06
13.08
12.90
12.82
12.86
13.34
12.86
12.79
12.79
12.80
6
13.03
13.01
13.04
13.08
12.89
12.82
12.85
13.26
12.85
12.80
12.79
12.81
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Gage Height in Meter (MSL.) Water Year April 1, 2014 to March 31, 2015
7
13.03
13.00
13.04
13.08
12.88
12.81
12.98
13.24
12.84
12.81
12.79
12.81
8
13.02
13.00
13.03
13.07
12.90
12.83
13.14
13.46
12.84
12.81
12.79
12.81
9
13.02
13.00
13.03
13.09
12.89
12.83
13.09
13.65
12.83
12.82
12.80
12.81
10
13.02
13.00
13.02
13.10
12.89
12.85
13.06
13.56
12.83
12.86
12.80
12.81
11
13.01
13.01
13.01
13.10
12.88
12.85
13.04
13.42
12.82
12.86
12.80
12.79
12
13.01
13.07
13.02
13.09
12.88
12.84
13.04
13.38
12.82
12.85
12.80
12.78
13
13.01
13.11
13.06
13.05
12.87
12.82
13.18
13.34
12.82
12.84
12.80
12.76
14
13.00
13.10
13.10
13.00
12.86
12.82
13.16
13.28
12.83
12.84
12.79
12.76
15
13.00
13.10
13.07
12.98
12.86
12.82
13.14
13.22
12.83
12.84
12.79
12.76
16
13.00
13.13
13.08
12.99
12.86
12.84
13.02
13.13
12.83
12.83
12.79
12.76
17
13.00
13.12
13.11
13.01
12.85
12.90
12.99
13.10
12.84
12.83
12.79
12.76
18
13.00
13.09
13.13
13.00
12.85
12.84
12.98
13.01
12.84
12.83
12.80
12.76
19
12.99
13.03
13.13
12.99
12.85
12.84
12.98
12.99
12.84
12.82
12.81
12.75
20
12.99
13.02
13.12
12.98
12.84
12.87
13.23
12.97
12.83
12.81
12.83
12.75
21
12.99
13.02
13.12
12.97
12.84
12.85
13.34
12.96
12.83
12.80
12.82
12.75
22
12.99
13.02
13.12
12.94
12.83
12.84
13.29
12.94
12.82
12.80
12.82
12.75
23
12.98
13.02
13.11
12.94
12.83
12.83
13.27
12.93
12.82
12.80
12.81
12.75
24
12.98
13.03
13.11
12.94
12.84
12.83
13.25
12.91
12.82
12.79
12.80
12.75
25
12.98
13.03
13.10
12.93
12.84
12.83
13.22
12.91
12.81
12.79
12.80
12.74
26
12.98
13.02
13.10
12.92
12.84
12.83
13.14
12.90
12.81
12.80
12.80
12.81
27
12.98
13.02
13.10
12.93
12.84
12.82
13.09
12.89
12.81
12.80
12.80
12.82
28
12.98
13.02
13.09
12.94
12.83
12.85
13.00
12.88
12.81
12.80
12.79
12.82
29
12.98
13.02
13.09
12.93
12.83
12.84
12.92
12.88
12.80
12.80
12.82
30
12.98
13.03
13.09
12.93
12.84
12.84
12.91
12.88
12.80
12.80
12.82
31
13.06
12.90
12.83
12.91
12.80
12.80
12.82
----------
--------------
Mean
13.00
13.04
13.08
13.01
12.86
12.84
13.05
13.11
12.83
12.81
12.80
12.78
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Max
13.03
13.13
13.13
13.10
12.90
12.90
13.34
13.65
12.87
12.86
12.83
12.82
13.65
Min
12.98
13.00
13.01
12.90
12.83
12.81
12.85
12.88
12.80
12.79
12.79
12.74
12.74
13.68
m. (MSL.) ,
12.45
m. (MSL.) ,
River Bed 12.80
m. (MSL.)
16.76
m. (MSL.) ,
16.73
m. (MSL.) ,
Drainage Area
61
Square Kilometers
at 06.00 Hours , on Nov 9, 2014
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation