Basic HTML Version
500
i
i h b k b
f
i
WATER YEAR : 2013
MAE KLONG RIVER BASIN
Huai Mae Nam Noi at Ban Mae Nam Noi , Kanchanaburi (K.22B)
Lat 14 - 26 - 59 N Long 98 - 48 - 08 E
Locat on : on r g t an a out 640 meters upstream rom stat on K.22A
311
sq.km.
Staff gage.
+67.000 m. (MSL.)
B.M.-H.D.
On right bank about 10 meters from the top staff gage.
Elevation
5-time daily readings at 06.00, 09.00, 12.00, 15.00 and 18.00 hours.
Bench Mark
Location BM
Gage Reading Frequency
Zero Gage at Bottom
Type of Gage
Amphoe
Sai Yok
Changwat
Kanchanaburi
Ban
Mae Nam Noi
Drainge Area
+72.434 m. (MSL.)
Arithmetic mean of 5 readings
1989 to date
1989 to date
-
1989 to date
Stable.
No overbank flow.
Rating Operation
Period of Rating
Rated by Flot
Period of Available Gage Records
Rated by Current Meter
Stability of Channel Regimes
Overbank Flow Conditions
Basis of Mean Daily Gage Height
Records good. Stage-discharge relation defined by 50 discharge measurements made in 2013.
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
68.03
68.05
68.03
68.22
69.15
68.74
68.89
68.48
68.29
68.22
68.15
68.10
2
68.03
68.05
68.04
68.20
69.15
68.69
68.83
68.46
68.29
68.22
68.15
68.10
3
68.03
68.03
68.03
68.21
69.10
68.66
68.82
68.46
68.29
68.22
68.15
68.09
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
General Description
4
68.03
68.03
68.03
68.23
69.06
68.64
68.86
68.45
68.29
68.21
68.15
68.09
5
68.02
68.03
68.03
68.21
69.12
68.63
68.79
68.43
68.29
68.20
68.14
68.09
6
68.02
68.03
68.03
68.50
69.05
68.65
68.86
68.43
68.29
68.20
68.14
68.09
7
68.02
68.03
68.03
68.33
68.90
68.62
68.87
68.43
68.28
68.19
68.14
68.09
8
68.02
68.03
68.03
68.29
68.85
68.63
68.80
68.42
68.28
68.19
68.14
68.09
9
68.02
68.04
68.04
68.34
68.84
68.68
68.75
68.91
68.27
68.18
68.14
68.08
10
68.02
68.03
68.08
68.31
68.75
68.71
68.69
68.49
68.27
68.18
68.14
68.08
11
68.02
68.03
68.10
68.30
68.70
68.75
68.64
68.44
68.27
68.17
68.14
68.08
12
68 02
68 03
68 15
68 31
68 71
69 11
68 64
68 40
68 27
68 17
68 14
68 07
.
.
.
.
.
.
.
.
.
.
.
.
13
68.02
68.03
68.18
68.30
68.68
68.76
69.07
68.40
68.26
68.17
68.13
68.07
14
68.02
68.03
68.18
68.32
68.68
68.75
68.84
68.40
68.26
68.16
68.13
68.07
15
68.02
68.03
68.15
68.33
68.71
68.75
68.79
68.43
68.26
68.16
68.13
68.07
16
68.05
68.02
68.11
68.32
68.86
69.24
68.71
68.40
68.26
68.16
68.13
68.12
17
68.06
68.02
68.08
68.38
68.89
69.61
68.70
68.40
68.26
68.16
68.13
68.11
18
68.04
68.02
68.09
68.37
68.78
69.44
68.84
68.39
68.25
68.16
68.13
68.08
19
68.03
68.01
68.14
68.34
68.71
69.40
68.73
68.37
68.25
68.16
68.13
68.08
20
68.03
68.01
68.28
68.32
68.66
69.48
68.65
68.35
68.25
68.16
68.13
68.08
21
68.03
68.05
68.48
68.31
69.18
69.87
68.63
68.34
68.24
68.16
68.12
68.08
22
68.09
68.04
68.87
68.32
69.10
69.76
68.62
68.33
68.24
68.16
68.12
68.07
23
68.13
68.03
68.86
68.40
69.52
69.67
68.61
68.32
68.24
68.16
68.12
68.09
24
68.06
68.04
69.09
68.66
69.69
69.47
68.67
68.31
68.23
68.15
68.12
68.08
25
68.06
68.03
68.80
69.30
69.42
69.52
68.52
68.33
68.23
68.15
68.11
68.07
26
68.06
68.03
68.58
69.05
69.27
69.35
68.80
68.30
68.23
68.15
68.11
68.07
27
68.04
68.03
68.41
69.20
69.12
69.33
68.63
68.30
68.23
68.15
68.10
68.08
28
68.06
68.04
68.30
69.35
68.97
69.20
68.57
68.30
68.23
68.15
68.10
68.06
29
68.06
68.03
68.26
69.64
68.89
69.06
68.54
68.30
68.23
68.15
68.05
30
68.05
68.03
68.23
70.28
68.84
69.02
68.50
68.29
68.22
68.15
68.05
31
68.03
69.64
68.81
68.49
68.22
68.15
68.05
----------
--------------
Mean
68.04
68.03
68.26
68.59
68.97
69.07
68.72
68.40
68.26
68.17
68.13
68.08
Max
68.13
68.05
69.09
70.28
69.69
69.87
69.07
68.91
68.29
68.22
68.15
68.12
70.28
Min
68.02
68.01
68.03
68.20
68.66
68.62
68.49
68.29
68.22
68.15
68.10
68.05
68.01
70.59
m. (MSL.) ,
67.00
m. (MSL.) ,
River Bed 66.78
m. (MSL.)
78.52
m. (MSL.) ,
71.49
m. (MSL.) ,
Drainage Area 311 Square Kilometers
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
at 18.00 Hours , on Jul 30 , 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation