Page 264 - Slide 1

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230
Location : on left bank at Ban Sam Ruean.
1,119
sq.km.
WATER YEAR : 2012
PING RIVER BASIN
Khlong Khlung at Ban Sam Ruean , Kamphaeng Phet (P.78)
Lat 16 - 11 - 03 N Long 99 - 36 - 09 E
Amphoe
Khlong Khlung
Changwat
Kamphaeng Phet
Ban
Sam Ruean
Drainge Area
Staff gage
+65.177 m. (MSL.)
B.M.-H.D.
Near the gage site.
Elevation
5-time daily readings at 06.00, 09.00, 12.00, 15.00 and 18.00 hours.
Arithmetic mean of 5 readings
2005 to date
+73.494 m. (MSL.)
Rating Operation
Period of Available Gage Records
Bench Mark
Location BM
Basis of Mean Daily Gage Height
Gage Reading Frequency
Zero Gage at Bottom
Type of Gage
2005 to date
-
2005 to date
Fairly stable.
No overbank flow.
Records fair. Stage-discharge relation defined by 15 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
66.36
66.36
66.91
66.28
66.34
68.13
68.00
66.48
66.37
66.36
66.36
66.36
2
66.36
66.36
66.74
66.28
66.33
68.31
67.59
66.47
66.37
66.36
66.36
66.36
3
66.36
66.36
66.56
66.28
66.33
68.32
67.36
66.46
66.37
66.36
66.36
66.36
4
66.36
66.36
66.48
66.28
66.32
68.15
67.28
66.45
66.37
66.36
66.36
66.36
5
66.36
66.36
66.46
66.28
66.32
67.87
67.41
66.44
66.36
66.36
66.36
66.36
6
66.36
66.36
66.45
66.28
66.32
67.83
67.87
66.44
66.36
66.36
66.36
66.36
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Gage Height in Meter (MSL.) Water Year April 1, 2012 to March 31, 2013
7
66.36
66.36
66.44
66.28
66.31
70.27
68.72
66.43
66.36
66.36
66.36
66.36
8
66.36
66.36
66.43
66.28
66.31
71.50
68.42
66.43
66.36
66.36
66.36
66.36
9
66.36
66.36
66.42
66.28
66.31
71.28
68.65
66.42
66.36
66.36
66.36
66.36
10
66.36
66.36
66.41
66.36
66.31
70.58
70.03
66.42
66.36
66.36
66.36
66.36
11
66.36
66.36
66.40
66.36
66.30
69.85
68.97
66.41
66.36
66.36
66.36
66.36
12
66.36
66.36
66.39
66.36
66.30
69.11
68.28
66.41
66.65
66.36
66.36
66.36
13
66.36
66.36
66.38
66.35
66.30
68.85
67.66
66.40
68.79
66.36
66.36
66.36
14
66.36
66.36
66.37
66.35
66.30
68.75
67.43
66.40
68.43
66.36
66.36
66.36
15
66.36
66.36
66.36
66.39
66.30
68.98
67.49
66.39
67.84
66.36
66.36
66.36
16
66.36
66.36
66.35
66.37
66.29
69.87
67.20
66.39
67.18
66.36
66.36
66.36
17
66.36
66.36
66.34
66.37
66.29
69.13
66.97
66.38
66.81
66.36
66.36
66.36
18
66.36
66.36
66.34
66.36
66.29
68.52
66.88
66.38
66.59
66.36
66.36
66.36
19
66.36
66.36
66.33
66.36
66.29
68.13
66.80
66.38
66.50
66.36
66.36
66.36
20
66.36
66.36
66.33
66.35
66.29
67.67
66.75
66.37
66.46
66.36
66.36
66.36
21
66.36
66.36
66.32
66.35
66.29
67.67
66.70
66.37
66.45
66.36
66.36
66.36
22
66.36
66.36
66.32
66.35
66.29
68.46
66.66
66.37
66.44
66.36
66.36
66.36
23
66.36
66.36
66.31
66.35
66.29
67.61
66.62
66.36
66.43
66.36
66.36
66.36
24
66.36
66.36
66.31
66.40
66.29
67.61
66.58
66.55
66.42
66.36
66.36
66.36
25
66.36
66.36
66.30
66.39
66.39
67.37
66.56
66.44
66.41
66.36
66.36
66.36
26
66.36
66.36
66.30
66.38
66.58
67.41
66.54
66.42
66.40
66.36
66.36
66.36
27
66.36
66.38
66.29
66.37
66.98
67.12
66.53
66.41
66.39
66.36
66.36
66.36
28
66.36
66.57
66.29
66.40
67.48
66.95
66.52
66.40
66.38
66.36
66.36
66.36
29
66.36
66.98
66.28
66.38
67.52
66.91
66.51
66.39
66.37
66.36
66.36
30
66.36
67.25
66.28
66.41
67.51
66.88
66.50
66.38
66.37
66.36
66.36
31
67.14
66.35
67.42
66.49
66.37
66.36
66.36
----------
--------------
Mean
66.36
66.44
66.40
66.34
66.49
68.50
67.35
66.41
66.63
66.36
66.36
66.36
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Max
66.36
67.25
66.91
66.41
67.52
71.50
70.03
66.55
68.79
66.36
66.36
66.36
71.50
Min
66.36
66.36
66.28
66.28
66.29
66.88
66.49
66.36
66.36
66.36
66.36
66.36
66.28
71.53
m. (MSL.) ,
65.18
m. (MSL.) ,
River Bed 66.14
m. (MSL.)
71.89
m. (MSL.) ,
71.94
m. (MSL.) ,
Drainage Area 1119 Square Kilometers
Left Bank Elevation
Right Bank Elevation
at 15.00 Hours , on Sep 8 , 2012
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation