Basic HTML Version
696
Location : on left bank at the bridge.
6
sq.km.
WATER YEAR : 2011
SOUTHERN PENINSULA WEST COAST
Khlong Bang Tha at Mueang , Phuket (X.192)
Lat 07 - 50 - 16 N Long 98 - 21 - 05 E
Amphoe
Mueang
Changwat
Phuket
Ban
-
Drainge Area
Staff gage
+0.000 m. (MSL.)
B.M.-H.D.
On left bank about 8 meters from the top staff gage.
Elevation
5-time daily readings at 06.00, 09.00, 12.00, 15.00 and 18.00 hours.
Arithmetic means of 5 readings
1996 to date
+6.000 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
1996 to date
-
1996 to date
Stable.
No overbank flow.
Records good. Stage-discharge relation defined by 32 discharge measurements made in 2011.
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
3.32
3.19
3.19
3.25
3.29
3.35
3.35
3.38
3.31
3.28
3.18
3.16
2
3.32
3.19
3.96
3.25
3.28
3.35
3.35
3.38
3.31
3.28
3.18
3.17
3
3.32
3.21
3.73
3.25
3.28
3.35
3.59
3.38
3.31
3.28
3.18
3.17
4
3.30
3.22
3.45
3.25
3.26
3.35
4.01
3.37
3.31
3.29
3.18
3.17
5
3.30
3.22
3.44
3.25
3.24
3.35
4.55
3.33
3.31
3.29
3.18
3.17
6
3.29
3.26
3.39
3.25
3.22
3.34
3.42
3.37
3.30
3.30
3.17
3.17
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Gage Height in Meter (MSL.) Water Year April 1, 2011 to March 31, 2012
7
3.29
3.27
3.35
3.25
3.21
3.32
3.32
3.36
3.30
3.30
3.17
3.17
8
3.27
3.28
3.31
3.25
3.22
3.32
3.32
3.35
3.30
3.33
3.17
3.17
9
3.27
3.31
3.30
3.25
3.21
3.32
3.32
3.35
3.30
3.32
3.17
3.17
10
3.28
3.35
3.30
3.25
3.20
3.32
3.31
3.35
3.30
3.33
3.17
3.17
11
3.27
3.30
3.29
3.24
3.19
3.37
3.30
3.35
3.29
3.35
3.16
3.18
12
3.28
3.30
3.29
3.24
3.19
3.36
3.29
3.35
3.29
3.35
3.16
3.18
13
3.28
3.30
3.28
3.24
3.18
3.35
3.28
3.34
3.29
3.40
3.16
3.18
14
3.27
3.30
3.28
3.23
3.18
3.35
3.27
3.34
3.29
3.40
3.16
3.18
15
3.25
3.30
3.28
3.23
3.18
3.35
3.26
3.34
3.29
3.40
3.16
3.18
16
3.23
3.30
3.28
3.22
3.17
3.35
3.25
3.33
3.28
3.40
3.16
3.18
17
3.23
3.30
3.27
3.21
3.17
3.35
3.24
3.33
3.28
3.40
3.15
3.18
18
3.23
3.29
3.27
3.20
3.17
3.37
3.24
3.32
3.28
3.40
3.18
3.18
19
3.22
3.29
3.26
3.20
3.17
3.36
3.24
3.32
3.28
3.40
3.18
3.18
20
3.22
3.29
3.26
3.21
3.17
3.35
3.24
3.31
3.28
3.40
3.18
3.18
21
3.22
3.29
3.25
3.22
3.17
3.29
3.23
3.31
3.27
3.40
3.18
3.18
22
3.19
3.28
3.25
3.24
3.17
3.28
3.23
3.31
3.27
3.40
3.18
3.18
23
3.19
3.28
3.27
3.24
3.22
3.28
3.23
3.30
3.27
3.40
3.17
3.18
24
3.18
3.28
3.27
3.25
3.38
3.28
3.22
3.29
3.27
3.40
3.17
3.18
25
3.18
3.23
3.26
3.26
4.93
3.28
3.21
3.29
3.27
3.40
3.17
3.18
26
3.17
3.19
3.26
3.27
4.94
3.63
3.21
3.28
3.27
3.41
3.16
3.18
27
3.17
3.18
3.26
3.30
4.83
3.82
3.21
3.28
3.27
3.39
3.16
3.18
28
3.17
3.19
3.25
3.40
4.77
3.65
3.38
3.28
3.27
3.39
3.16
3.18
29
3.23
3.18
3.25
3.37
5.26
3.33
3.38
3.28
3.27
3.39
3.16
3.18
30
3.19
3.21
3.24
3.30
5.06
3.33
3.38
3.31
3.27
3.39
3.18
31
3.22
3.29
4.76
3.38
3.27
3.18
3.18
----------
--------------
Mean
3.24
3.26
3.32
3.25
3.60
3.37
3.36
3.33
3.29
3.36
3.17
3.18
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Max
3.32
3.35
3.96
3.40
5.26
3.82
4.55
3.38
3.31
3.41
3.18
3.18
5.26
Min
3.17
3.18
3.19
3.20
3.17
3.28
3.21
3.28
3.27
3.18
3.15
3.16
3.15
5.35
m. (MSL.) ,
0.00
m. (MSL.) ,
River Bed 2.62
m. (MSL)
6.05
m. (MSL.) ,
6.02
m. (MSL.) ,
Drainage Area
6
Square Kilometers
at 18.00 Hours , on Aug 29 , 2011
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation