Page 744 - Slide 1

Basic HTML Version

708
Location : on left bank at Satree Phuket School.
54
sq.km.
Amphoe
Mueang
Changwat
Phuket
Ban
-
WATER YEAR : 2014
SOUTHERN PENINSULA WEST COAST
Khlong Bang Yai at Satree Phuket School , Phuket (X.191)
Lat 07 - 53 - 20 N Long 98 - 23 - 40 E
Drainge Area
Water - stage recorder
+0.000 m. (MSL.)
B.M.-H.D.
On left bank about 8 meters from the top staff gage.
Elevation
Recording
Arithmetic means of 24 readings
1996 to date
Basis of Mean Daily Gage Height
Gage Reading Frequency
Zero Gage at Bottom
+4.964 m. (MSL.)
Type of Gage
Bench Mark
Location BM
Rating Operation
Period of Available Gage Records
1996 to date
-
1996 to date
Stable.
No overbank flow.
Records good. Stage-discharge relation defined by 13 discharge measurements made in 2014.
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
1.47
1.41
1.49
1.68
1.53
1.74
1.76
1.82
1.69
1.81
1.85
1.73
2
1.41
1.40
1.58
1.51
1.51
1.66
1.89
1.85
1.64
1.78
1.84
1.73
3
1.40
1.42
1.46
1.54
1.57
1.64
2.08
2.07
1.80
1.76
1.92
1.65
4
1.60
1.43
2.04
1.49
1.60
1.65
2.57
2.03
1.65
1.76
2.39
1.62
5
1.49
1.43
1.77
1.51
1.55
1.63
3.43
1.89
1.76
1.81
2.44
1.55
6
1.44
1.43
1.70
1.52
1.74
1.67
2.74
1.74
1.78
1.77
2.32
1.55
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Gage Height in Meter (MSL.) Water Year April 1, 2014 to March 31, 2015
7
1.44
1.44
1.56
1.50
1.62
1.63
2.78
1.83
1.83
1.83
2.23
1.54
8
1.72
1.44
1.52
1.51
1.51
1.69
2.60
1.90
1.80
1.86
2.33
1.54
9
1.41
1.42
1.57
1.51
1.46
1.84
2.22
2.46
1.88
1.83
2.39
1.53
10
1.40
1.41
1.51
1.49
1.74
2.78
2.06
2.71
2.04
1.78
2.41
1.54
11
1.40
1.42
1.51
1.48
1.60
2.22
1.99
1.96
2.18
1.83
2.06
1.54
12
1.40
1.49
1.64
1.48
1.53
2.04
1.91
1.87
1.91
1.90
1.71
1.54
13
1.38
1.44
1.58
1.48
1.58
2.08
1.85
1.92
1.82
1.89
1.69
1.53
14
1.55
1.45
1.54
1.53
1.51
2.09
1.91
1.87
1.81
1.89
1.68
1.48
15
1.43
1.63
1.52
2.23
1.66
2.34
1.85
1.93
1.80
2.08
1.72
1.47
16
1.41
1.86
1.63
1.61
2.35
2.43
1.82
1.91
1.79
2.08
1.70
1.51
17
1.54
1.49
1.54
1.61
1.91
2.10
2.03
1.80
1.77
2.15
1.64
1.49
18
1.41
1.88
1.56
1.53
2.27
1.97
1.95
1.73
1.85
2.28
1.66
1.48
19
1.40
1.56
1.55
1.50
1.86
1.86
1.92
1.80
1.81
2.16
1.85
1.46
20
1.40
1.49
1.52
1.48
1.84
1.83
1.83
1.79
1.85
2.14
1.94
1.49
21
1.41
1.49
1.52
1.52
1.74
1.80
1.76
1.73
1.82
2.13
2.16
1.48
22
1.41
1.53
1.50
1.50
1.61
1.79
1.75
1.75
1.86
2.18
2.17
1.48
23
1.41
1.46
1.61
1.49
1.59
1.83
1.76
1.88
1.85
2.21
2.19
1.50
24
1.41
1.49
1.55
1.50
1.58
1.87
1.78
1.75
1.81
2.22
2.22
1.50
25
1.41
1.66
1.52
1.56
2.20
1.78
2.08
1.71
1.81
2.25
1.94
1.51
26
1.42
1.80
1.52
1.63
2.02
1.74
1.98
1.65
1.99
2.36
1.78
1.49
27
1.43
1.57
1.51
1.82
2.45
1.70
1.82
1.70
1.94
2.10
1.77
1.49
28
1.43
1.44
1.50
1.69
2.30
1.64
1.97
1.66
1.86
1.97
1.73
1.49
29
1.43
1.50
1.60
1.65
2.02
1.73
1.95
1.65
1.92
1.98
1.49
30
1.43
1.48
1.76
1.55
1.77
1.73
1.91
1.69
1.91
1.88
1.49
31
1.48
1.53
1.73
1.83
1.84
1.83
1.48
----------
--------------
Mean
1.44
1.51
1.58
1.57
1.77
1.88
2.06
1.87
1.84
1.98
1.99
1.53
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Max
1.72
1.88
2.04
2.23
2.45
2.78
3.43
2.71
2.18
2.36
2.44
1.73
3.43
Min
1.38
1.40
1.46
1.48
1.46
1.63
1.75
1.65
1.64
1.76
1.64
1.46
1.38
3.96
m. (MSL.) ,
0.00
m. (MSL.) ,
River Bed 1.16
m. (MSL.)
4.90
m. (MSL.) ,
4.89
m. (MSL.) ,
Drainage Area
54
Square Kilometers
at 19.00 Hours , on Oct 5 , 2014
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Right Bank Elevation
Left Bank Elevation