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A level is an optical instrument used to establish or verify points in the same horizontal plane in a process known as levelling, and is used in conjunction with a levelling staff to establish the relative heights levels of objects or marks. It is widely used in surveying and construction to measure height differences and to transfer, measure, and set heights of known objects or marks.
It is also known as a Surveyors level, Builders level, Dumpy level or the historic “Y” level. It operates on the principle of establishing a visual level relationship between two or more points, for which an inbuilt telescope and a highly accurate bubble level are used to achieve the necessary accuracy.
यह स्वंय शिवजी द्वारा माता जगदम्बा से कही गई एक पवित्र कथा है। आप भी विस्तार पूर्वक पढ़े:
शिव-शक्ति श्रीराम मिलन (संपूर्ण भाग) 🌞
Traditionally the instrument was completely adjusted manually to ensure a level line of sight, but modern automatic versions self-compensate for slight errors in the coarse levelling of the instrument, and are thereby quicker to use.
The optical level should not be confused with a theodolite which can also measure angles in the vertical plane.
An optical level consists of a precision telescope with crosshairs and Stadia marks. The cross hairs are used to establish the level point on the target, and the stadia allow range-finding; stadia are usually at ratios of 100:1, in which case one metre between the stadia marks on the levelling staff repesents 100 metres from the target.
The complete unit is normally mounted on a tripod, and the telescope can freely rotate 360° in a horizontal plane. The surveyor adjusts the instrument’s level by coarse adjustment of the tripod legs and fine adjustment using three precision levelling screws on the instrument to make the rotational plane horizontal. The surveyor does this with the use of a bull’s eye level built into the instrument mount.
The surveyor looks through the eyepiece of the telescope while an assistant holds a vertical level staff which is a graduated in inches or centimeters. The level staff is placed with its foot on the point for which the level measurement is required. The telescope is rotated and focused until the level staff is plainly visible in the crosshairs.
In the case of a tilting level, the fine level adjustment is made by an altitude screw, using a high accuracy bubble level fixed to the telescope. This can be viewed by a mirror whilst adjusting or the ends of the bubble in a “split bubble” display can be viewed within the telescope.
This also allows assurance of the accurate level of the telescope whilst the sight is being taken. However, in the case of an automatic level, altitude adjustment is done automatically by a suspended prism due to gravity, as long as the coarse levelling of the instrument base is accurate within certain limits.
When level, the staff graduation reading at the crosshairs is recorded, and an identifying mark or marker placed where the level staff rested on the object or position being surveyed.
Diagram showing relationship between two level staff, or rods, shown as 1 and 3. The level line of sight is 2.
After careful setup of the level, the height of the cross hairs is determined by either sighting from a known benchmark with known height determined by a previous survey or an arbitrary point with an assumed height is used.
Sighting is done with an assistant surveyor who holds a graduated staff vertical at the point under measurement. The surveyor rotates the telescope until the graduated staff is in the cross hairs and records the reading. This is repeated for all sightings from that datum. Should the instrument be moved to another position within sighting distance, it is re-levelled, and a sighting taken of a known level in the previous survey. This relates any new levels to the previous levels.
- आज की पहली पसंद:
- श्रीरामचरितमानस भावार्थ सहित- उत्तरकाण्ड- 101-130
- श्रीरामचरितमानस भावार्थ सहित- अयोध्याकाण्ड- 101-125
- श्रीरामचरितमानस भावार्थ सहित- बालकाण्ड- 201-225
- श्रीरामचरितमानस भावार्थ सहित- अयोध्याकाण्ड- 251-275
- श्रीरामचरितमानस भावार्थ सहित- अयोध्याकाण्ड- 301-326
- श्रीरामचरितमानस भावार्थ सहित- बालकाण्ड- 226-250
- श्रीरामचरितमानस भावार्थ सहित- अयोध्याकाण्ड- 126-150
The term dumpy level (also builder’s level) endures despite the evolution in design. They can be manual or automatic – the latter being much quicker to set up.
A tilting level is a variant which has a precision vertical adjustment screw which tilts both the telescope and the high accuracy bubble level attached to it to make them level. This reduces the complete reliance on the levelling accuracy of the instruments’s bottom mount, and the “split bubble” display gives additional assurance that the telescope is level whilst taking the sight.
This allows faster operation as the bottom mount need not be truly level, though it will introduce a slight error as the vertical axis of the mount is not completely co-incident with the telescope centre. The split bubble works by displaying half of both ends of the bubble side by side in the telescope and when the curved ends are aligned it is level.
An automatic level, self-levelling level, or builder’s auto level includes an internal compensator mechanism (a swinging prism) that, when set close to level, automatically removes any remaining variation. This reduces the need to set the instrument base truly level, as with a dumpy level. Self-levelling instruments are the preferred instrument on building sites, construction, and during surveying due to ease of use and rapid setup time.
A digital electronic level is also set level on a tripod and reads a bar-coded staff using electronic laser methods. The height of the staff where the level beam crosses the staff is shown on a digital display. This type of level removes interpolation of graduation by a person, thus removing a source of error and increasing accuracy. During night time, the dumpy level is used in conjunction with an auto cross laser for accurate scale readings.
A Transit Level also has the ability to measure the azimuth of a target object with respect to a reference in the horizontal plane. The instrument is rotated to sight the target, and the angle is read off a calibrated scale,