Basic HTML Version
516
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i h b k
h b i
h h h i h
WATER YEAR : 2013
MAE KLONG RIVER BASIN
Huai Ong Thi at Ban Ong Thi , Kanchanaburi (K.39)
Lat 14 - 42 - 21 N Long 98 - 40 - 19 E
Locat on : on r g t an at KM. 121+600 on Kanc ana ur - T ong P a P um H g way.
51
sq.km.
Staff gage
+81.783 m. (MSL.)
B.M.-H.D.
On right bank about 16 meters from the third staff gage.
Elevation
5-time daily reading 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
Thong Pha Phum
Changwat
Kanchanaburi
Ban
Ong Thi
Drainge Area
+91.299 m. (MSL.)
Arithmetic mean of 5 readings
1984 to date
1985 - 1990 , 1996 to date
-
1985 - 1990 , 1996 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 32 discharge measurements made in 2013
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
82.01
82.01
82.02
82.10
82.51
82.24
82.35
82.28
82.18
82.15
82.13
82.10
2
82.01
82.01
82.06
82.09
82.45
82.24
82.37
82.27
82.17
82.15
82.13
82.10
3
82.01
82.00
82.03
82.09
82.44
82.32
82.58
82.26
82.17
82.14
82.13
82.10
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Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
General Description
4
82.01
82.00
82.03
82.08
82.38
82.27
82.48
82.25
82.17
82.14
82.13
82.09
5
82.00
82.01
82.07
82.07
82.34
82.56
82.41
82.25
82.17
82.14
82.13
82.09
6
81.99
82.01
82.09
82.08
82.32
82.30
82.45
82.25
82.16
82.14
82.13
82.09
7
81.99
82.01
82.06
82.11
82.30
82.24
82.40
82.24
82.16
82.14
82.13
82.09
8
82.00
82.01
82.05
82.19
82.30
82.24
82.40
82.28
82.16
82.14
82.13
82.09
9
82.00
82.01
82.05
82.20
82.28
82.44
82.35
82.26
82.16
82.14
82.13
82.08
10
82.00
82.01
82.05
82.16
82.26
82.65
82.34
82.25
82.16
82.14
82.13
82.08
11
82.00
82.00
82.05
82.14
82.26
82.33
82.33
82.24
82.15
82.14
82.13
82.08
12
82 00
81 99
82 05
82 11
82 42
82 49
82 32
82 24
82 15
82 14
82 13
82 08
.
.
.
.
.
.
.
.
.
.
.
.
13
82.00
82.00
82.14
82.11
82.30
82.38
82.34
82.23
82.15
82.14
82.13
82.08
14
82.00
82.00
82.08
82.14
82.29
82.34
82.34
82.22
82.15
82.14
82.12
82.08
15
82.00
82.00
82.06
82.11
82.31
82.34
82.33
82.23
82.15
82.14
82.12
82.08
16
82.00
82.02
82.06
82.15
82.32
82.48
82.31
82.22
82.15
82.14
82.12
82.08
17
82.01
82.01
82.05
82.13
82.27
82.47
82.38
82.22
82.15
82.14
82.11
82.08
18
82.01
82.01
82.06
82.13
82.27
82.45
82.72
82.22
82.14
82.14
82.11
82.08
19
82.01
82.01
82.10
82.13
82.25
82.46
82.49
82.22
82.14
82.14
82.11
82.12
20
82.01
82.03
82.11
82.14
82.27
82.59
82.42
82.21
82.14
82.14
82.11
82.10
21
82.01
82.03
82.13
82.13
82.36
82.78
82.41
82.21
82.14
82.14
82.11
82.08
22
82.02
82.02
82.16
82.11
82.41
82.55
82.40
82.20
82.14
82.14
82.11
82.08
23
82.02
82.02
82.11
82.11
82.43
82.52
82.36
82.20
82.14
82.13
82.11
82.08
24
82.02
82.06
82.25
82.12
82.40
82.46
82.35
82.20
82.14
82.13
82.11
82.08
25
82.02
82.04
82.14
82.29
82.37
82.45
82.35
82.19
82.13
82.13
82.11
82.10
26
82.02
82.04
82.18
82.22
82.33
82.43
82.34
82.19
82.13
82.13
82.10
82.09
27
82.02
82.04
82.15
82.34
82.33
82.44
82.32
82.19
82.13
82.13
82.10
82.09
28
82.02
82.03
82.11
82.72
82.27
82.41
82.32
82.19
82.13
82.13
82.10
82.09
29
82.02
82.02
82.10
82.68
82.27
82.38
82.31
82.19
82.13
82.13
82.09
30
82.02
82.02
82.10
83.33
82.26
82.36
82.31
82.18
82.13
82.13
82.07
31
82.02
82.62
82.26
82.29
82.13
82.13
82.07
----------
--------------
Mean
82.01
82.02
82.09
82.23
82.33
82.42
82.38
82.23
82.15
82.14
82.12
82.09
Max
82.02
82.06
82.25
83.33
82.51
82.78
82.72
82.28
82.18
82.15
82.13
82.12
83.33
Min
81.99
81.99
82.02
82.07
82.25
82.24
82.29
82.18
82.13
82.13
82.10
82.07
81.99
83.63
m. (MSL.) ,
81.78
m. (MSL.) ,
River Bed 81.68
m. (MSL.)
88.06
m. (MSL.) ,
88.91
m. (MSL.) ,
Drainage Area
51
Square Kilometers
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at 16.00 Hours , on Jul 30 , 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation