Basic HTML Version
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WATER YEAR : 2013
SAKAE KRANG RIVER BASIN
Khlong Pho at Ban Mai Khlong Charoen, Nakhon Sawan (Ct.7)
Lat 15 - 38 - 24 N Long 99 - 32 - 24 E
Locat on : on r g t an at Ban Ma K ong C aroen.
453
sq.km.
Water - stage recorder
+0.000 m. (MSL.)
B.M.-H.D.
Near the sling pole.
Elevation
Recording
Drainge Area
Amphoe
Mae Poen
Changwat
Nakhon Sawan
Ban
Mai Khlong Charoen
Gage Reading Frequency
Zero Gage at Bottom
+107.830 m. (MSL.)
Type of Gage
Bench Mark
Location BM
Arithmetic mean of 24 readings
1975 - 1978, 2008 to date
1975 - 1978, 2008 to date
-
1975 - 1978, 2008 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 15 discharge measurements made in 2013.
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
101.21
100.99
101.08
101.08
101.09
101.25
102.65
101.80
101.22
102.10
101.10
101.23
2
101.08
100.98
101.08
101.07
101.08
101.18
102.59
101.74
101.18
102.10
101.10
101.18
3
101.05
100.97
101.08
101.06
101.08
101.22
103.16
101.69
101.15
101.86
101.09
101.14
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Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
General Description
4
101.03
100.97
101.10
101.13
101.10
101.29
103.45
101.65
101.14
101.34
101.09
101.28
5
101.02
100.97
101.20
101.73
101.09
101.37
103.15
101.61
101.13
101.20
101.09
101.25
6
101.01
100.96
101.12
101.28
101.08
101.55
102.83
101.57
101.12
101.16
101.09
101.18
7
101.01
100.96
101.10
101.90
101.08
101.30
102.60
101.53
101.11
101.13
101.09
101.16
8
101.01
100.96
101.14
101.94
101.08
101.22
102.40
101.52
101.11
101.52
101.09
101.25
9
101.00
100.95
101.09
101.97
101.08
101.48
102.25
101.51
101.11
101.88
101.09
101.40
10
101.00
101.10
101.16
102.08
101.07
101.35
102.12
101.49
101.10
101.66
101.09
101.22
11
100.99
101.10
101.30
101.99
101.26
101.46
102.01
101.48
101.10
101.53
101.08
101.18
12
100 99
101 03
101 59
101 98
101 51
101 57
101 93
101 68
101 10
101 36
101 08
101 16
.
.
.
.
.
.
.
.
.
.
.
.
13
100.98
100.99
101.71
101.97
101.29
101.40
101.84
101.94
101.09
101.20
101.08
101.15
14
100.98
100.98
101.32
101.95
101.19
101.37
101.75
101.92
101.10
101.19
101.08
101.15
15
100.98
100.99
101.23
101.96
101.18
101.36
101.69
101.92
101.12
101.42
101.08
101.17
16
101.02
100.98
101.17
101.76
101.13
101.67
101.65
101.91
101.30
101.87
101.08
101.18
17
101.93
100.98
101.13
101.26
101.10
102.03
101.68
101.91
101.21
101.84
101.09
101.56
18
102.60
101.80
101.12
101.15
101.09
102.34
101.75
101.67
101.63
101.68
101.09
101.32
19
102.24
102.17
101.13
101.13
101.09
102.68
102.26
101.25
102.04
101.61
101.58
101.22
20
102.58
102.57
101.11
101.11
101.08
103.22
103.13
101.70
101.45
101.80
101.84
101.20
21
102.64
102.57
101.10
101.09
101.08
104.14
103.29
102.12
101.27
101.85
101.82
101.19
22
102.64
102.56
101.13
101.09
101.08
104.48
102.97
102.08
101.50
101.84
101.51
101.18
23
102.62
101.96
101.26
101.08
101.12
103.96
102.66
102.02
101.26
101.66
101.79
101.18
24
102.14
101.22
101.19
101.08
101.09
103.52
102.43
102.02
102.09
101.24
101.82
101.18
25
101.15
101.13
101.13
101.08
101.08
103.17
102.31
102.02
102.43
101.19
101.82
101.15
26
101.08
101.10
101.11
101.08
101.11
102.81
102.32
102.08
102.16
101.16
101.78
101.11
27
101.04
101.08
101.20
101.07
101.20
102.57
102.23
102.18
102.06
101.15
101.86
101.11
28
101.03
101.07
101.13
101.07
101.19
102.43
102.12
102.19
102.11
101.14
101.68
101.10
29
101.01
101.07
101.10
101.09
101.14
102.32
102.02
101.92
102.12
101.13
101.10
30
101.00
101.05
101.09
101.12
101.10
102.45
101.94
101.31
102.12
101.12
101.10
31
101.04
101.12
101.14
101.87
102.12
101.11
101.10
----------
--------------
Mean
101.40
101.27
101.18
101.40
101.13
102.14
102.36
101.78
101.48
101.49
101.32
101.20
Max
102.64
102.57
101.71
102.08
101.51
104.48
103.45
102.19
102.43
102.10
101.86
101.56
104.48
Min
100.98
100.95
101.08
101.06
101.07
101.18
101.65
101.25
101.09
101.11
101.08
101.10
100.95
104.72
m. (MSL.) ,
0.00
m. (MSL.) ,
River Bed 101.27
m. (MSL.)
108.15
m. (MSL.) ,
107.83
m. (MSL.) ,
Drainage Area 453 Square Kilometers
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at 24.00 Hours , on Sep 21 , 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Right Bank Elevation
Left Bank Elevation