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.
This offline tool calculates the result from measured inputs. Tilted rod invert elevation.
Runs offline in your browser. Once the page and required files have loaded, processing needs no internet.
Runs in your browser
This offline tool calculates the result from measured inputs. Tilted rod 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.
Inputs are processed on this page and are never sent to a server.
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.
Benchmark elevation · Backsight (plumb rod) · Foresight (tilted rod) · Tilt from vertical
This offline tool calculates the result from measured inputs. Tilted rod invert elevation.
Target invert elevation: 99.767949 m Corrected foresight: 1.7320508 m Tilt correction: 0.26794919 m Instrument line elevation: 101.5 m
HI = BM + BS; FSvertical = FSobserved × cos(θ from vertical); target = HI − FSvertical
Target invert elevation: 99.767949 m Corrected foresight: 1.7320508 m Tilt correction: 0.26794919 m Instrument line elevation: 101.5 m
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.
Calculations run on your device. Form inputs are not sent to a server.
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.
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
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
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
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 °
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.
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.
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.
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.
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.
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.
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.
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.
Read how ListFan and third-party services handle your data. See GDPR policy