File:Ngāruawāhia Rail And Road Bridges.jpg : Soft.lk - A Premium Software Developers - Meet one of the most powerful and intuitive POS systems for retail in Sri Lanka

Click on a date/time to view the file as it appeared at that time.

	Date/Time	Thumbnail	Dimensions	User	Comment
current	07:32, 10 October 2018		4,878 × 3,658 (4.4 MB)	Johnragla	User created page with UploadWizard

File usage

The following page uses this file:

This file contains additional information, probably added from the digital camera or scanner used to create or digitize it.

If the file has been modified from its original state, some details may not fully reflect the modified file.

Camera manufacturer	SONY
Camera model	DSC-HX90V
Exposure time	1/400 sec (0.0025)
F-number	f/5
ISO speed rating	80
Date and time of data generation	11:12, 10 October 2018
Lens focal length	17.01 mm
Latitude	37° 39′ 43.81″ S
Longitude	175° 8′ 46.26″ E
Altitude	31 meters above sea level
Horizontal resolution	72 dpi
Vertical resolution	72 dpi
Software used	Photos 3.0
File change date and time	11:12, 10 October 2018
Exposure Program	Normal program
Exif version	2.3
Date and time of digitizing	11:12, 10 October 2018
Meaning of each component	Y Cb Cr does not exist
Image compression mode	3
APEX brightness	10.0875
Exposure bias	0
Maximum land aperture	4.640625 APEX (f/4.99)
Metering mode	Pattern
Light source	Unknown
Flash	Flash did not fire, compulsory flash suppression
Supported Flashpix version	1
Color space	sRGB
File source	Digital still camera
Scene type	A directly photographed image
Custom image processing	Normal process
Exposure mode	Auto exposure
White balance	Auto white balance
Digital zoom ratio	1
Focal length in 35 mm film	100 mm
Scene capture type	Standard
Contrast	Normal
Saturation	Normal
Sharpness	Normal
Receiver status	Measurement in progress
Measurement mode	3-dimensional measurement
Measurement precision	Poor (1.66)
Speed unit	Kilometers per hour
Speed of GPS receiver	0.55
Reference for direction of movement	True direction
Direction of movement	221.58
Geodetic survey data used	WGS-84
GPS differential correction	0
GPS tag version	2.3.0.0
IIM version	2