Basic HTML Version
714
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i h b k h b id
WATER YEAR : 2013
THALE SAP SONGKHLA
Upper Khlong Tha Nae at Ban Khao Pu , Phatthalung (X.276)
Lat 07 - 42 - 25 N Long 99 - 50 - 29 E
Locat on : on r g t an at t e r ge.
47
sq.km.
Staff gage
+0.000 m. (MSL.)
B.M.-H.D.
On right 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.
+55.054 m. (MSL.)
Bench Mark
Type of Gage
Amphoe
Si Banphot
Changwat
Phatthalung
Ban
Khao Pu
Drainge Area
Location BM
Gage Reading Frequency
Zero Gage at Bottom
Arithmetic mean of 5 readings
2009 to date
2009 to date
-
2009 to date
Fairly stable.
No overbank flow.
Rated by Current Meter
Stability of Channel Regimes
Overbank Flow Conditions
Rating Operation
Period of Rating
Rated by Flot
Period of Available Gage Records
Basis of Mean Daily Gage Height
Records fair. Stage-discharge relation defined by 23 discharge measurements made in 2013.
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
50.34
50.27
50.29
50.31
50.43
50.28
50.44
51.13
51.58
50.44
50.31
50.22
2
50.34
50.31
50.29
50.29
50.96
50.35
50.34
51.00
51.32
50.40
50.31
50.22
3
50.33
50.95
50.26
50.27
50.69
50.30
50.30
50.65
51.17
50.40
50.30
50.22
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Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
General Description
4
50.33
50.88
50.34
50.54
50.82
50.32
50.34
50.54
51.58
50.36
50.30
50.21
5
50.33
50.61
50.41
50.55
50.58
50.30
50.48
50.44
52.35
50.36
50.30
50.21
6
50.32
50.50
50.35
50.47
50.51
50.27
50.52
50.47
52.97
50.36
50.29
50.20
7
50.35
50.42
50.30
50.43
50.48
50.25
50.60
50.38
51.50
50.33
50.29
50.20
8
50.33
50.35
50.26
50.39
50.49
50.28
50.69
50.35
51.20
50.33
50.24
50.20
9
50.36
50.35
50.24
50.34
50.42
50.25
50.73
50.43
51.66
50.32
50.29
50.20
10
50.34
50.36
50.20
50.31
50.42
50.24
50.57
50.35
51.51
50.36
50.28
50.19
11
50.35
50.82
50.35
50.44
50.41
50.28
50.48
50.36
51.44
50.38
50.26
50.19
12
50 40
50 71
50 50
50 40
50 38
50 47
50 45
51 57
51 42
50 35
50 24
50 18
.
.
.
.
.
.
.
.
.
.
.
.
13
50.82
50.63
50.69
50.41
50.34
50.38
50.40
51.70
51.27
50.42
50.23
50.18
14
50.72
50.50
50.76
50.36
50.35
50.34
50.33
51.38
51.06
50.57
50.22
50.18
15
50.67
50.37
50.65
50.32
50.36
50.32
50.29
51.06
50.82
50.90
50.21
50.20
16
50.61
50.43
50.69
50.32
50.35
50.27
50.24
50.72
50.80
50.77
50.27
50.25
17
50.74
50.39
51.19
50.48
50.34
50.23
50.22
50.59
50.76
50.62
50.26
50.25
18
50.68
50.39
50.84
50.42
50.33
50.20
50.81
51.07
50.66
50.55
50.30
50.24
19
50.61
50.67
50.61
50.37
50.32
50.19
50.97
52.48
50.60
50.55
50.29
50.24
20
50.52
50.54
50.58
50.33
50.31
50.25
50.77
52.45
50.57
50.50
50.29
50.24
21
50.46
50.41
50.54
50.30
50.30
50.24
50.72
53.22
50.50
50.46
50.27
50.23
22
50.41
50.35
50.54
50.28
50.29
50.22
50.86
53.80
50.47
50.44
50.27
50.24
23
50.39
50.31
50.48
50.28
50.29
50.20
51.13
52.04
50.42
50.42
50.25
50.23
24
50.37
50.59
50.44
50.56
50.31
50.20
51.10
52.52
50.39
50.44
50.24
50.23
25
50.34
50.63
50.42
50.47
50.29
50.19
50.69
51.40
50.35
50.50
50.25
50.22
26
50.34
50.55
50.40
50.43
50.29
50.17
50.64
51.25
50.49
50.46
50.24
50.25
27
50.30
50.50
50.40
50.39
50.27
50.21
51.00
51.19
50.56
50.46
50.23
50.26
28
50.30
50.34
50.38
50.37
50.26
50.26
50.78
51.45
50.52
50.43
50.23
50.26
29
50.28
50.34
50.38
50.34
50.29
50.56
51.09
51.47
50.50
50.42
50.27
30
50.27
50.32
50.38
50.30
50.27
50.59
50.73
52.29
50.48
50.40
50.27
31
50.30
50.29
50.25
50.35
50.48
50.39
50.27
----------
--------------
Mean
50.43
50.49
50.47
50.38
50.40
50.29
50.61
51.33
51.01
50.45
50.27
50.22
Max
50.82
50.95
51.19
50.56
50.96
50.59
51.13
53.80
52.97
50.90
50.31
50.27
53.80
Min
50.27
50.27
50.20
50.27
50.25
50.17
50.22
50.35
50.35
50.32
50.21
50.18
50.17
54.46
m. (MSL.) ,
0.00
m. (MSL.) ,
River Bed 49.81
m. (MSL.)
57.02
m. (MSL.) ,
57.02
m. (MSL.) ,
Drainage Area
47
Square Kilometers
at 07.00 Hours , on Nov 22 , 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation
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