Page 562 - yearbook2011

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528
Location : on left bank about 21 kilometers upstream from station Kgt.13
4,906
sq.km.
Drainge Area
WATER YEAR : 2011
PRACHIN BURI RIVER BASIN
Khlong Phra Prong at Ban Non Suk Phum , Prachin Buri (Kgt.13A)
Lat 13 - 54 - 29 N Long 101 - 50 - 32 E
Amphoe
Kabin Buri
Changwat
Prachin Buri
Ban
Non Suk Phum
Staff gage
+0.000 m. (MSL.)
B.M.-H.D.
On left bank at the top staff gage.
Elevation
5-time daily readings at 06.00, 09.00, 12.00, 15.00 and 18.00 hours.
Arithmetic means of 5 readings
1997 to date
Rating Operation
Period of Available Gage Records
Location BM
Basis of Mean Daily Gage Height
Gage Reading Frequency
Zero Gage at Bottom
+17.571 m. (MSL.)
Bench Mark
Type of Gage
1999 to date
-
1999 to date
Fairly stable with variable water surface slope.
No overbank flow.
Records fair. Stage-discharge relation defined by 23 discharge measurements made in 2011.
Period of Rating
Rated by Flot
Rated by Current Meter
Stability of Channel Regimes
Overbank Flow Conditions
General Description
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
5.48
5.79
6.92
6.93
9.93
14.65
16.12
7.26
5.82
5.72
5.56
5.41
2
5.47
5.83
6.95
7.58
9.53
14.58
16.18
7.20
5.80
5.64
5.52
5.47
3
5.46
5.78
7.33
9.27
9.88
14.77
15.98
7.15
5.78
5.60
5.50
5.49
4
5.47
5.66
7.57
10.17
10.63
14.88
15.67
7.02
5.77
5.56
5.47
5.40
5
5.47
5.58
7.67
9.92
10.19
14.96
15.56
6.91
5.75
5.51
5.53
5.40
6
5.47
5.70
7.53
9.40
9.37
15.00
15.39
6.87
5.80
5.42
5.55
5.37
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Gage Height in Meter (MSL.) Water Year April 1, 2011 to March 31, 2012
7
5.47
5.81
7.37
7.96
8.89
14.81
14.92
6.73
5.82
5.48
5.66
5.33
8
5.46
5.90
6.29
6.82
8.14
14.51
14.86
6.65
5.70
5.50
5.70
5.40
9
5.46
5.96
6.29
6.82
7.55
14.03
14.80
6.62
5.68
5.63
5.38
5.42
10
5.46
5.73
5.94
6.58
9.52
13.86
14.85
6.60
5.65
5.58
5.57
5.39
11
5.47
5.89
5.74
6.55
12.63
14.19
14.96
6.66
5.60
5.42
5.62
5.38
12
5.48
5.74
5.85
5.98
12.82
14.55
15.31
6.62
5.52
5.40
5.54
5.36
13
5.49
5.65
6.63
5.93
13.53
15.11
15.50
6.32
5.44
5.38
5.48
5.36
14
4.88
5.60
6.57
5.90
14.15
15.38
15.64
6.30
5.65
5.32
5.32
5.35
15
6.51
5.80
6.49
6.40
14.22
15.50
15.83
6.26
5.40
5.47
5.30
5.34
16
6.50
6.10
6.45
6.71
14.26
15.99
16.00
6.22
5.38
5.50
5.26
5.30
17
5.48
6.52
6.37
7.36
14.54
16.22
15.96
6.14
5.40
5.16
5.42
5.29
18
5.45
6.53
6.47
7.65
14.86
16.37
15.89
6.06
5.46
5.10
5.46
5.36
19
5.44
7.27
6.70
7.92
14.91
16.12
15.75
6.05
5.53
5.88
5.50
5.38
20
5.37
11.01
6.49
8.71
14.94
15.94
15.70
6.04
5.60
5.92
5.52
5.29
21
5.44
10.43
6.70
9.60
14.83
15.67
15.44
6.03
5.68
5.20
5.55
5.22
22
6.50
6.23
7.10
12.69
14.23
15.28
14.92
6.02
5.52
5.63
5.50
5.20
23
6.52
6.44
7.00
12.81
11.70
15.31
13.83
6.00
5.44
5.10
5.48
5.25
24
6.52
6.35
6.73
13.58
11.70
14.72
13.74
6.00
5.40
5.82
5.40
5.18
25
6.72
6.29
6.43
13.27
12.45
15.35
12.15
6.00
5.58
5.20
5.36
5.12
26
6.67
5.84
6.25
12.65
13.87
15.57
11.17
6.00
5.58
5.54
5.36
5.05
27
6.50
6.33
5.90
11.26
13.90
15.87
11.04
6.00
5.62
5.55
5.34
4.92
28
6.43
6.42
5.88
10.74
13.97
15.93
10.20
5.92
5.52
5.02
5.36
4.78
29
5.42
7.30
5.96
9.99
14.13
16.16
8.57
5.88
5.46
5.31
5.30
4.61
30
5.39
7.40
5.81
9.22
14.46
16.01
7.49
5.85
5.43
5.58
4.57
31
7.45
9.73
14.65
7.28
5.50
5.12
4.55
----------
--------------
Mean
5.76
6.46
6.58
8.91
12.40
15.24
14.09
6.38
5.59
5.46
5.47
5.22
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Max
6.72
11.01
7.67
13.58
14.94
16.37
16.18
7.26
5.82
5.92
5.70
5.49
16.37
Min
4.88
5.58
5.74
5.90
7.55
13.86
7.28
5.85
5.38
5.02
5.26
4.55
4.55
16.55
m. (MSL.) ,
0.00
m. (MSL.) ,
River Bed 3.84
m. (MSL)
17.25
m. (MSL.) ,
17.93
m. (MSL.) ,
Drainage Area 4906 Square Kilometers
at 06.00 Hours, on Oct 2, 2011
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation