Keywords : levelling survey, hills survey, hill survey, railway survey, new railway survey, Airborne lidar survey, Power transmission line, Route Planning , Line Construction, Optimization route,Catenary analysis, Identification of tower construction sites, Vegetation Enchoachment management, Change detection, As built survey..
Levelling is a process of determining the height of one level relative to another. It is used in surveying to establish the elevation of a point relative to a datum, or to establish a point at a given elevation relative to a datum.
TYPES OF LEVEL
Dumpy level: Often a generic term for an optical level.
Tilting level: Replaced by the automatic level but useful where vibration is a problem.
Automatic level: Includes an internal pendulum which allows a horizontal reading.
Laser level.
Digital level: Staff read automatically.
Water level: Useful in confined spaces.
The Reticule diaphragm
The reticule, sometimes known as the cross-hairs or stadia hairs. The full horizontal line is the reference line for levelling and the 2 shorter lines above and below the full line are stadia lines for tacheometric measurements.
Reading staffs
Care should be taken of staffs as well as levels as they are prone to damage. They should be inspected regularly for signs of wear. A common error is misreading the staff, so it is important that time is taken to ensure accurate readings.
Holding the staff
A small spirit level should be attached.
Whilst standing upright the staff should be held in front with both hands down the side of the staff.
The staff should be ‘rocked’ back and forth, and the lowest reading recorded.
The verticality of the staff should be checked against a vertical line by standing to the side of the staff and checking it is aligned.
Booking observations
A new job should be started on a new page of the levelling book.
The details should be entered at the top of the page.
All observations should be booked legibly. If a mistake is made it should be crossed out and the correct value written above it instead of overwriting figures.
One line should be used for each position of the staff.
There should always be an entry made in the remarks column.
Work should be spread out appropriately
SURVEY SERVICES & TRAINING
Total Station
Topographical Survey
Property Survey
Setting Out Works Survey
Power Line Survey Survey
Railway survey
Hills survey
Minning survey
Road survey
Airport survey
Airforce NOC survey
UAV survey
Lidar survey
Pipeline survey
Power survey
Roperty survey
Geo Technical survey
Utility survey
Control Point survey
Route survey
Airport survey
Special survey
Contour survey
Levelling survey
Railway Project survey
Interior survey
Building survey
Road survey
Township survey
Drone survey
Drone Aerial survey
Drone survey
GBS survey
GPS Control Survey
Engineering survey
Transmission Line survey
Dam and Lake survey
Layout survey
Boundary survey
FMB Drawing survey
Canal survey
Marking survey
Layout Marking survey
Columns Marking survey
Excavation Points Marking survey
Pile Marking survey
Building Outer Lines Marking survey
Commercial
Residential
All Types of Construction Layout / Staking
ALTA / ACSM Surveys
As-Built-Record Surveys
Auction Surveys and Plats
Boundary Surveys
Control Surveys
Court Surveys / Professional Witness
Disputes
ividing and Platting of Land for City or County Planning Commissions
Flood Elevation Certificates
Foundation Surveys
Large Acreage Surveys
LOMA's / LOMR's
Metes and Bounds
Mortgage Surveys
Property Surveys for Fences, Pools, and Additions
Quantity Surveys
Stockpile Quantity Surveys
Subdivision Development
Types of land surveying List Methods
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