Basic HTML Version
564
i
l f b k h b id f
hi
i
h i i h
WATER YEAR : 2013
BANG PAKONG RIVER BASIN
Khlong Samo Pun at Ban Noen Hom , Prachin Buri (Ny.4)
Lat 14 - 17 - 27 N Long 101 - 24 - 25 E
Locat on : on e t an at t e r ge o Prac n Bur - K ao Ya H g way.
128
sq.km.
Staff gage
+376.100 m. (MSL.)
B.M.-H.D.
On left bank at the abutment of the bridge.
Elevation
3-time daily readings at 06.00, 12.00 and 18.00 hours.
Drainge Area
Amphoe
Mueang
Changwat
Prachin Buri
Ban
Noen Hom
Gage Reading Frequency
Zero Gage at Bottom
+382.580 m. (MSL.)
Type of Gage
Bench Mark
Location BM
Arithmetic mean of 3 readings
1986 to date
1986 to date
-
1986 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 good. Stage-discharge relation defined by 17 discharge measurements made in 2013.
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
376.36
376.39
376.44
376.80
377.75
377.20
377.20
376.95
376.55
376.45
376.43
376.42
2
376.36
376.39
376.44
376.79
377.75
377.17
377.18
376.94
376.54
376.45
376.43
376.42
3
376.36
376.38
376.44
376.78
377.65
377.12
377.20
376.93
376.58
376.45
376.43
376.42
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
General Description
4
376.36
376.37
376.44
376.81
377.71
377.11
377.20
376.94
376.52
376.45
376.43
376.42
5
376.36
376.37
376.44
376.81
377.90
377.10
377.24
376.90
376.51
376.45
376.43
376.42
6
376.35
376.37
376.47
376.87
377.80
376.99
377.22
376.88
376.50
376.45
376.43
376.40
7
376.35
376.37
376.47
376.80
377.70
376.98
377.22
376.86
376.50
376.45
376.43
376.40
8
376.35
376.37
376.46
376.81
377.85
376.98
377.28
376.84
376.49
376.45
376.43
376.40
9
376.35
376.36
376.46
376.96
377.60
376.98
377.26
376.84
376.49
376.45
376.43
376.38
10
376.35
376.36
376.46
377.80
377.59
377.06
377.20
376.79
376.48
376.45
376.43
376.38
11
376.35
376.36
376.48
377.34
377.50
377.21
377.20
376.77
376.48
376.45
376.43
376.38
12
376 35
376 36
376 51
377 10
377 40
377 31
377 14
376 75
376 48
376 45
376 43
376 38
.
.
.
.
.
.
.
.
.
.
.
.
13
376.35
376.35
376.55
377.10
377.40
377.56
377.08
376.74
376.48
376.45
376.43
376.38
14
376.35
376.35
376.89
377.10
377.45
377.63
377.06
376.74
376.48
376.45
376.43
376.38
15
376.35
376.35
377.24
377.10
377.48
377.65
377.05
376.73
376.48
376.44
376.42
376.38
16
376.35
376.35
376.80
377.07
377.45
377.64
377.06
376.73
376.48
376.44
376.42
376.38
17
376.36
376.35
376.76
377.03
377.40
377.86
377.12
376.74
376.47
376.44
376.42
376.38
18
376.36
376.35
377.81
377.02
377.49
377.78
377.10
376.71
376.47
376.44
376.42
376.38
19
376.38
376.38
377.22
377.37
377.45
377.78
377.10
376.68
376.47
376.44
376.42
376.38
20
376.39
376.39
377.00
377.17
376.94
377.50
377.08
376.67
376.48
376.44
376.42
376.38
21
376.38
376.40
377.02
377.09
376.91
378.66
377.06
376.66
376.47
376.43
376.42
376.38
22
376.38
376.40
377.27
377.11
376.90
378.39
377.05
376.65
376.46
376.43
376.42
376.38
23
376.38
376.40
377.46
378.19
376.88
378.50
377.04
376.64
376.46
376.43
376.42
376.38
24
376.38
376.40
377.36
377.90
376.98
378.49
377.04
376.63
376.46
376.43
376.42
376.38
25
376.38
376.42
377.30
377.84
377.64
378.40
377.02
376.62
376.42
376.43
376.42
376.38
26
376.41
376.50
377.25
377.38
377.39
378.39
377.00
376.61
376.46
376.43
376.42
376.38
27
376.41
376.48
377.00
377.50
377.28
378.28
376.99
376.60
376.46
376.43
376.42
376.38
28
376.41
376.46
376.99
377.50
377.10
378.16
376.98
376.60
376.46
376.43
376.42
376.38
29
376.40
376.46
376.88
377.44
377.10
377.98
376.97
376.59
376.46
376.43
376.38
30
376.40
376.45
376.81
378.10
377.46
377.75
376.96
376.57
376.46
376.43
376.38
31
376.45
377.75
377.20
376.96
376.46
376.43
376.38
----------
--------------
Mean
376.37
376.39
376.84
377.24
377.42
377.65
377.11
376.74
376.48
376.44
376.42
376.39
Max
376.41
376.50
377.81
378.19
377.90
378.66
377.28
376.95
376.58
376.45
376.43
376.42
378.66
Min
376.35
376.35
376.44
376.78
376.88
376.98
376.96
376.57
376.42
376.43
376.42
376.38
376.35
379.30
m. (MSL.) ,
376.10
m. (MSL.) ,
River Bed 374.66
m. (MSL.)
382.16
m. (MSL.) ,
383.63
m. (MSL.) ,
Drainage Area 128 Square Kilometers
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
at 18.00 Hours , on Sep 21 , 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Right Bank Elevation
Left Bank Elevation