Basic HTML Version
620
Location : on left bank at Bunchuai Bamrungrat Bridge near Wat Udom Wararam.
537
sq.km.
WATER YEAR : 2011
KUI BURI RIVER BASIN
Kui Buri River at Ban Thung Faek , Prachuap Khiri Khan (Ky.3)
Lat 12 - 05 - 46 N Long 99 - 47 - 26 E
Drainge Area
Amphoe
Kui Buri
Changwat
Prachuap Khiri Khan
Ban
Thung Faek
Staff gage
+19.789 m. (MSL.)
B.M.-H.D.
On left bank about 1 meter from 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
Basis of Mean Daily Gage Height
Gage Reading Frequency
Zero Gage at Bottom
+25.925 m. (MSL.)
Type of Gage
Bench Mark
Location BM
1997 to date
-
1997 to date
Stable.
No overbank flow.
Records gool. Stage-discharge relation defined by 43 discharge measurements made in 2011.
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
21.62
21.59
21.67
21.69
21.66
21.62
21.60
21.63
21.62
21.61
21.59
21.62
2
21.62
21.60
21.68
21.70
21.68
21.63
21.60
21.62
21.61
21.61
21.59
21.62
3
21.62
21.60
21.69
21.71
21.68
21.64
21.60
21.62
21.61
21.60
21.58
21.64
4
21.64
21.60
21.70
21.69
21.67
21.63
21.61
21.63
21.62
21.61
21.59
21.64
5
21.63
21.60
21.70
21.68
21.66
21.64
21.62
21.64
21.62
21.62
21.58
21.64
6
21.64
21.61
21.68
21.68
21.64
21.63
21.62
21.64
21.62
21.62
21.59
21.65
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Gage Height in Meter (MSL.) Water Year April 1, 2011 to March 31, 2012
7
21.63
21.60
21.69
21.68
21.64
21.63
21.65
21.64
21.62
21.64
21.59
21.64
8
21.63
21.59
21.68
21.67
21.63
21.62
21.68
21.64
21.63
21.63
21.60
21.64
9
21.63
21.61
21.67
21.66
21.63
21.61
21.69
21.63
21.65
21.63
21.62
21.63
10
21.63
21.62
21.66
21.64
21.64
21.62
21.69
21.64
21.66
21.62
21.63
21.64
11
21.63
21.64
21.65
21.65
21.65
21.64
21.69
21.75
21.66
21.62
21.63
21.64
12
21.62
21.67
21.65
21.67
21.65
21.64
21.68
21.73
21.66
21.61
21.62
21.64
13
21.62
21.69
21.66
21.67
21.65
21.61
21.72
21.72
21.66
21.62
21.63
21.64
14
21.62
21.71
21.68
21.68
21.65
21.59
21.74
21.72
21.66
21.62
21.64
21.63
15
21.62
21.71
21.66
21.68
21.66
21.60
21.73
21.71
21.66
21.62
21.64
21.63
16
21.62
21.69
21.66
21.68
21.65
21.60
21.71
21.69
21.66
21.62
21.64
21.63
17
21.61
21.68
21.67
21.67
21.64
21.60
21.71
21.68
21.66
21.62
21.63
21.63
18
21.60
21.68
21.67
21.67
21.63
21.60
21.67
21.67
21.66
21.61
21.63
21.62
19
21.60
21.67
21.69
21.66
21.65
21.60
21.65
21.67
21.66
21.62
21.63
21.62
20
21.68
21.68
21.67
21.65
21.64
21.61
21.65
21.66
21.65
21.62
21.63
21.62
21
21.68
21.69
21.66
21.65
21.63
21.61
21.65
21.66
21.65
21.62
21.64
21.62
22
21.64
21.68
21.67
21.65
21.63
21.61
21.65
21.65
21.64
21.62
21.63
21.62
23
21.63
21.67
21.68
21.65
21.64
21.61
21.64
21.65
21.64
21.60
21.65
21.61
24
21.62
21.66
21.69
21.66
21.62
21.61
21.64
21.64
21.63
21.59
21.64
21.62
25
21.61
21.65
21.68
21.66
21.63
21.60
21.64
21.64
21.62
21.59
21.65
21.62
26
21.60
21.65
21.67
21.67
21.64
21.60
21.64
21.64
21.62
21.59
21.64
21.62
27
21.60
21.66
21.67
21.66
21.63
21.60
21.64
21.65
21.62
21.59
21.63
21.62
28
21.59
21.68
21.66
21.65
21.63
21.60
21.63
21.64
21.62
21.58
21.63
21.62
29
21.59
21.67
21.66
21.64
21.62
21.59
21.63
21.63
21.62
21.59
21.62
21.62
30
21.59
21.67
21.66
21.66
21.62
21.59
21.63
21.62
21.61
21.58
21.62
31
21.68
21.66
21.62
21.64
21.61
21.59
21.62
----------
--------------
Mean
21.62
21.65
21.67
21.67
21.64
21.61
21.66
21.66
21.64
21.61
21.62
21.63
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Max
21.68
21.71
21.70
21.71
21.68
21.64
21.74
21.75
21.66
21.64
21.65
21.65
21.75
Min
21.59
21.59
21.65
21.64
21.62
21.59
21.60
21.62
21.61
21.58
21.58
21.61
21.58
21.78
m. (MSL.) ,
19.79
m. (MSL.) ,
River Bed 19.87
m. (MSL)
25.86
m. (MSL.) ,
25.92
m. (MSL.) ,
Drainage Area 537 Square Kilometers
at 14.00 Hours , on May 15 , 2011
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Right Bank Elevation
Left Bank Elevation