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Tilted rod invert elevation

This offline tool calculates the result from measured inputs. Tilted rod invert elevation.

01Enter your values

Runs in your browser

Runs offline in your browser. Once the page and required files have loaded, processing needs no internet.

Add the plumb backsight to the benchmark elevation to find the instrument line. Multiply the reading along the tilted foresight rod by the cosine of its angle from vertical. Subtract that vertical component from the instrument line to obtain the elevation at the rod tip.

Example
m
m
m
°

How it works

This offline tool calculates the result from measured inputs. Tilted rod invert elevation.

HI = BM + BS; FSvertical = FSobserved × cos(θ from vertical); target = HI − FSvertical

Geometric correction for a single setup and a straight rod whose tip touches the target. All lengths share the selected unit. Does not account for rod thickness, line-of-sight offset, refraction or instrument error; it does not certify survey accuracy.

Your data stays yours

Inputs are processed on this page and are never sent to a server.

About this tool

This offline tool calculates the result from measured inputs. Tilted rod invert elevation.

Add the plumb backsight to the benchmark elevation to find the instrument line. Multiply the reading along the tilted foresight rod by the cosine of its angle from vertical. Subtract that vertical component from the instrument line to obtain the elevation at the rod tip.

Use tool ↑

How to use it

  1. Enter your values

    Benchmark elevation · Backsight (plumb rod) · Foresight (tilted rod) · Tilt from vertical

  2. Calculate / generate

    This offline tool calculates the result from measured inputs. Tilted rod invert elevation.

  3. Result

    Target invert elevation: 99.767949 m Corrected foresight: 1.7320508 m Tilt correction: 0.26794919 m Instrument line elevation: 101.5 m

Calculation method

  1. Add the plumb backsight to the benchmark elevation to find the instrument line.
  2. Multiply the reading along the tilted foresight rod by the cosine of its angle from vertical.
  3. Subtract that vertical component from the instrument line to obtain the elevation at the rod tip.
HI = BM + BS; FSvertical = FSobserved × cos(θ from vertical); target = HI − FSvertical
Example scenario

Tilted rod invert elevation

Benchmark elevation
100 m
Backsight (plumb rod)
1.5 m
Foresight (tilted rod)
2 m
Tilt from vertical
30 °
Result
Target invert elevation: 99.767949 m
Corrected foresight: 1.7320508 m
Tilt correction: 0.26794919 m
Instrument line elevation: 101.5 m

Frequently asked questions

What does this result cover?

Geometric correction for a single setup and a straight rod whose tip touches the target. All lengths share the selected unit. Does not account for rod thickness, line-of-sight offset, refraction or instrument error; it does not certify survey accuracy.

Where does my data go?

Calculations run on your device. Form inputs are not sent to a server.

Terms and definitions

Enter your values

Measurement system

The initial choice follows your browser region. Your choice is remembered on this device. Gallons are US gallons. Switching units keeps your numbers unchanged and interprets them in the new unit.

Numbers stay unchanged. Check the new unit and enter the intended measurement, or select an example for that system.

Benchmark elevation

Use this value with the unit and scope defined in the method. Benchmark elevation (BM).

Enter a numerical value for this quantity. Use the unit shown beside this field. m / ft

Minimum: -1000000 · Maximum: 1000000 m

Backsight (plumb rod)

Use this value with the unit and scope defined in the method. Backsight (plumb rod) (BS).

Enter a numerical value for this quantity. Use the unit shown beside this field. m / ft

Minimum: 0 · Maximum: 10000 m

Foresight (tilted rod)

Use this value with the unit and scope defined in the method. Foresight (tilted rod) (FS).

Enter a numerical value for this quantity. Use the unit shown beside this field. m / ft

Minimum: 1e-9 · Maximum: 10000 m

Tilt from vertical

Use this value with the unit and scope defined in the method. Tilt from vertical (θ).

Enter a numerical value for this quantity. Use the unit shown beside this field. °

Minimum: 0 · Maximum: 60 °

Result

Result

Add the plumb backsight to the benchmark elevation to find the instrument line. Multiply the reading along the tilted foresight rod by the cosine of its angle from vertical. Subtract that vertical component from the instrument line to obtain the elevation at the rod tip.

Calculated from your entries using the method below.

Target invert elevation

Geometric correction for a single setup and a straight rod whose tip touches the target. All lengths share the selected unit. Does not account for rod thickness, line-of-sight offset, refraction or instrument error; it does not certify survey accuracy.

Calculated from your entries using the method below.

Corrected foresight

Add the plumb backsight to the benchmark elevation to find the instrument line. Multiply the reading along the tilted foresight rod by the cosine of its angle from vertical. Subtract that vertical component from the instrument line to obtain the elevation at the rod tip.

Calculated from your entries using the method below.

Tilt correction

Add the plumb backsight to the benchmark elevation to find the instrument line. Multiply the reading along the tilted foresight rod by the cosine of its angle from vertical. Subtract that vertical component from the instrument line to obtain the elevation at the rod tip.

Calculated from your entries using the method below.

Instrument line elevation

Add the plumb backsight to the benchmark elevation to find the instrument line. Multiply the reading along the tilted foresight rod by the cosine of its angle from vertical. Subtract that vertical component from the instrument line to obtain the elevation at the rod tip.

Calculated from your entries using the method below.

Value

Add the plumb backsight to the benchmark elevation to find the instrument line. Multiply the reading along the tilted foresight rod by the cosine of its angle from vertical. Subtract that vertical component from the instrument line to obtain the elevation at the rod tip.

Calculated from your entries using the method below.

Unit

Add the plumb backsight to the benchmark elevation to find the instrument line. Multiply the reading along the tilted foresight rod by the cosine of its angle from vertical. Subtract that vertical component from the instrument line to obtain the elevation at the rod tip.

Calculated from your entries using the method below.

Common mistakes and quick fixes

Tilt from vertical

Mistake: Entering the angle from horizontal in a field expecting angle from vertical.

Fix: Measure from vertical; if you measured from horizontal, enter 90° minus that angle.

Limits and key assumptions

  • Geometric correction for a single setup and a straight rod whose tip touches the target. All lengths share the selected unit. Does not account for rod thickness, line-of-sight offset, refraction or instrument error; it does not certify survey accuracy.
  • Displayed results may be rounded; rounding does not add measurement precision.