Basic HTML Version
662
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l f b k h b id
WATER YEAR : 2013
SOUTHERN PENINSULA EAST COAST
Khlong Tha Taphao at Mueang , Chumphon (X.180)
Lat 10 - 29 - 42 N Long 99 - 10 - 23 E
Locat on : on e t an at t e r ge.
2,045
sq.km.
Staff gage
+0.000 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.
+5.896 m. (MSL.)
Bench Mark
Type of Gage
Amphoe
Mueang
Changwat
Chumphon
Ban
-
Drainge Area
Location BM
Gage Reading Frequency
Zero Gage at Bottom
Arithmetic mean of 5 readings
1995 to date
1995 to date
-
1995 to date
Fairly stable because of backwater effect.
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
0.29
0.55
-0.09
0.33
0.41
0.80
1.10
1.69
1.33
0.80
0.46
0.41
2
0.49
0.53
-0.09
0.31
0.58
0.81
1.23
1.51
0.93
0.74
0.33
0.26
3
0.67
0.59
-0.13
0.30
0.42
1.20
1.00
1.26
0.96
0.66
0.44
0.32
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Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
General Description
4
0.72
0.51
-0.17
0.21
0.32
0.85
0.96
1.39
0.88
0.46
0.42
0.19
5
0.66
0.66
-0.23
0.19
0.35
0.86
0.94
1.37
0.90
0.58
0.31
0.21
6
0.66
0.45
-0.23
0.20
0.28
0.83
1.07
1.34
0.95
0.55
0.45
0.19
7
0.64
0.71
-0.16
0.17
0.24
0.89
1.29
1.24
1.00
0.43
0.30
0.15
8
0.59
0.52
-0.05
0.09
0.34
0.78
1.37
1.18
0.75
0.33
0.28
0.46
9
0.66
0.44
-0.03
0.05
0.27
0.82
1.58
1.17
0.67
0.29
0.47
0.53
10
0.69
0.49
-0.11
0.12
0.29
0.80
1.68
1.21
0.78
0.38
0.40
0.54
11
0.65
0.47
-0.06
0.61
0.35
0.74
1.29
0.95
0.80
0.69
0.46
0.56
12
0 66
0 40
0 07
0 50
0 26
0 90
1 18
0 97
0 89
0 76
0 53
0 60
.
.
- .
.
.
.
.
.
.
.
.
.
13
0.31
0.45
0.01
0.09
0.34
0.93
1.29
0.95
0.88
0.77
0.55
0.62
14
0.65
0.40
0.19
0.18
0.33
0.78
1.21
0.95
0.71
0.76
0.51
0.49
15
0.46
0.31
0.25
0.21
0.43
0.89
1.42
0.92
0.58
0.84
0.59
0.33
16
0.30
0.34
0.32
0.26
0.42
0.87
1.46
0.92
0.55
0.44
0.55
0.28
17
0.33
0.30
0.35
0.29
0.37
0.82
1.40
1.15
0.58
0.47
0.45
0.43
18
0.50
0.28
0.36
0.24
0.32
0.87
1.38
1.27
0.56
0.55
0.39
0.38
19
0.45
0.28
0.43
0.30
0.21
0.89
1.39
1.23
0.46
0.58
0.29
0.47
20
0.90
0.23
0.26
0.49
0.20
1.96
1.67
1.19
0.99
0.48
0.41
0.44
21
0.76
0.29
0.44
0.62
0.42
2.25
1.55
1.61
0.76
0.51
0.51
0.31
22
0.69
0.34
0.74
0.51
0.40
2.37
1.57
1.65
0.70
0.65
0.51
0.36
23
0.63
0.34
0.72
0.55
0.46
2.20
1.63
1.82
0.88
0.67
0.62
0.49
24
0.92
0.27
0.74
0.41
0.56
2.03
1.65
3.55
0.69
0.67
0.46
0.53
25
0.55
0.21
0.66
0.28
0.96
1.94
1.53
3.78
0.66
0.46
0.55
0.57
26
0.64
0.21
0.47
0.18
0.65
1.50
1.55
3.28
0.90
0.49
0.53
0.72
27
0.57
0.19
0.34
0.05
0.70
1.27
1.66
2.45
0.86
0.42
0.57
0.64
28
0.41
0.17
0.25
-0.02
0.61
1.14
1.58
2.07
0.86
0.72
0.36
0.52
29
0.50
0.20
0.23
-0.11
0.53
1.02
1.64
1.80
0.79
0.77
0.52
30
0.48
0.23
0.19
-0.15
0.54
0.95
1.74
1.91
0.82
0.53
0.58
31
0.18
-0.07
0.53
1.62
0.82
0.54
0.55
----------
--------------
Mean
0.58
0.37
0.18
0.24
0.42
1.17
1.41
1.59
0.80
0.58
0.45
0.44
Max
0.92
0.71
0.74
0.62
0.96
2.37
1.74
3.78
1.33
0.84
0.62
0.72
3.78
Min
0.29
0.17
-0.23
-0.15
0.20
0.74
0.94
0.92
0.46
0.29
0.28
0.15
-0.23
3.90
m. (MSL.) ,
0.00
m. (MSL.) ,
River Bed -5.13
m. (MSL.)
6.47
m. (MSL.) ,
7.08
m. (MSL.) ,
Drainage Area 2045 Square Kilometers
at 02.00 Hours , on Nov 25 , 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation
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