Basic HTML Version
506
Location : on left bank in front of Amphoe Kabin Buri Office and about 500 meters downstream from the confluence of Lam Phra Prong.
7,425
sq.km.
WATER YEAR : 2012
PRACHIN BURI RIVER BASIN
Prachin Buri River at Ban Kabin Buri , Prachin Buri (Kgt.3)
Lat 13 - 59 - 00 N Long 101 - 42 - 26 E
Drainge Area
Amphoe
Kabin Buri
Changwat
Prachin Buri
Ban
Kabin Buri
Staff gage
+0.000 m. (MSL.)
B.M.-H.D.
On left bank about 5 meters from the top staff gage.
Elevation
3-time daily readings at 06.00, 12.00, and 18.00 hours.
Arithmetic mean of 3 readings
1941 to date
Rating Operation
Period of Available Gage Records
Basis of Mean Daily Gage Height
Gage Reading Frequency
Zero Gage at Bottom
+11.410 m. (MSL.)
Type of Gage
Bench Mark
Location BM
1941 - 1943 , 1945, 1964 to date
-
1941 - 1943 , 1945, 1964 to date
Fairly stable because of backwater effect.
Overbank flow starts at elevation +10.950 m.(MSL.), and is including overbank flow.
Records good. Stage-discharge relation defined by 21 discharge measurements made in 2012.
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
0.27
0.17
0.99
0.81
5.93
7.29
10.82
2.13
1.38
0.41
0.23
0.21
2
0.26
0.14
0.99
0.90
5.93
7.04
10.76
1.98
1.33
0.37
0.23
0.20
3
0.25
0.11
1.00
1.32
5.60
6.43
10.67
1.90
1.10
0.36
0.23
0.20
4
0.24
0.11
1.14
1.65
4.68
5.93
10.60
1.76
0.97
0.34
0.23
0.19
5
0.24
0.11
1.16
1.64
4.03
5.76
10.54
1.63
0.76
0.34
0.23
0.19
6
0.23
0.13
1.53
2.71
3.65
5.86
10.43
1.54
0.69
0.33
0.22
0.19
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Gage Height in Meter (MSL.) Water Year April 1, 2012 to March 31, 2013
7
0.23
0.13
1.94
3.96
3.13
7.19
10.25
1.38
0.70
0.32
0.22
0.18
8
0.22
0.13
1.68
3.40
2.71
8.43
10.04
1.29
0.70
0.31
0.22
0.17
9
0.22
0.14
1.70
3.16
2.46
8.71
9.84
1.23
0.68
0.31
0.22
0.17
10
0.23
0.16
1.36
2.75
2.48
8.62
9.68
1.22
0.80
0.31
0.22
0.17
11
0.23
0.20
1.46
2.25
2.76
8.60
9.49
1.19
0.79
0.30
0.24
0.16
12
0.23
0.24
1.32
1.93
2.92
8.69
9.25
1.14
0.79
0.30
0.24
0.16
13
0.27
0.25
1.12
2.16
3.53
8.74
9.05
1.12
0.82
0.29
0.24
0.16
14
0.28
0.24
0.98
2.60
3.88
8.72
8.86
1.10
0.81
0.29
0.24
0.16
15
0.29
0.24
0.94
2.64
3.96
9.05
8.58
1.10
0.79
0.29
0.24
0.15
16
0.30
0.24
0.91
2.53
4.08
9.40
7.99
1.09
0.79
0.27
0.24
0.15
17
0.29
0.28
0.91
1.98
4.29
9.68
7.20
1.08
0.79
0.25
0.24
0.15
18
0.27
0.30
0.90
1.80
4.24
10.02
6.40
1.08
0.78
0.25
0.25
0.15
19
0.32
0.31
1.16
1.35
4.79
10.41
5.77
1.00
0.73
0.25
0.25
0.15
20
0.36
0.31
1.31
1.29
5.03
10.72
5.24
0.95
0.71
0.25
0.25
0.15
21
0.36
0.35
1.07
1.17
4.65
10.84
4.58
0.93
0.68
0.25
0.24
0.15
22
0.36
0.42
0.95
0.98
4.17
11.17
4.17
0.90
0.67
0.24
0.24
0.15
23
0.30
0.39
0.91
1.00
3.66
11.33
3.70
0.86
0.66
0.24
0.23
0.15
24
0.28
0.38
0.89
0.93
3.21
11.28
3.40
0.85
0.65
0.24
0.22
0.15
25
0.28
0.37
0.70
0.93
3.04
11.18
3.12
0.91
0.61
0.24
0.22
0.15
26
0.25
0.38
0.67
1.12
3.13
11.01
3.00
0.97
0.59
0.24
0.22
0.15
27
0.24
0.46
0.61
1.95
3.77
10.91
2.85
1.04
0.57
0.23
0.21
0.17
28
0.23
0.56
0.61
3.15
4.71
10.89
2.75
1.07
0.52
0.23
0.21
0.18
29
0.22
0.94
0.63
3.17
5.94
10.84
2.33
1.15
0.49
0.23
0.18
30
0.18
0.95
0.60
4.11
6.90
10.85
2.19
1.45
0.44
0.23
0.18
31
0.90
5.43
7.23
2.11
0.42
0.23
0.18
----------
--------------
Mean
0.26
0.32
1.07
2.15
4.21
9.19
6.96
1.23
0.75
0.28
0.23
0.17
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Max
0.36
0.95
1.94
5.43
7.23
11.33
10.82
2.13
1.38
0.41
0.25
0.21
11.33
Min
0.18
0.11
0.60
0.81
2.46
5.76
2.11
0.85
0.42
0.23
0.21
0.15
0.11
11.34
m. (MSL.) ,
0.00
m. (MSL.) ,
River Bed -0.81
m. (MSL.)
11.23
m. (MSL.) ,
10.94
m. (MSL.) ,
Drainage Area 7425 Square Kilometers
at 15.00 Hours, on Sep 22, 2012
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Right Bank Elevation
Left Bank Elevation