INGENIA

SRV-27

Forward coordinate

E = E0 + ΔE, N = N0 + ΔN. A new station from a known one.

Reading speed
CoordinatesGrid coordinates

Governing equation

E=E0+ΔE,N=N0+ΔNE=E_0+\Delta E,\quad N=N_0+\Delta N

ΔE∈[−500,500]\Delta E \in \left[-500, 500\right]

where

E_0
Start easting (m)
N_0
Start northing (m)
\Delta E
Departure (m)
\Delta N
Latitude (m)
E
Easting (m)
N
Northing (m)

The figure, part by part

Each numbered marker wears the color of its card. Hover a card to light the marker. Tap a marker to jump to that card. The slider walks a red point along the curve; Animate drawing traces it like a pen.

SRV-27 · gauge
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①

Governing law — red

E=E0+ΔE,N=N0+ΔNE=E_0+\Delta E,\quad N=N_0+\Delta N

ΔE∈[−500,500]\Delta E \in \left[-500, 500\right]

ΔE=−500\Delta E = -500E=49500E = 49500

②

Domain of the variable — blue

ΔEmin⁡=−500,ΔEmax⁡=500\Delta E_{\min} = -500,\quad \Delta E_{\max} = 500

ΔE∈[−500,500]\Delta E \in \left[-500, 500\right]

ΔE=−500\Delta E = -500ΔE=−500\Delta E = -500

③

Response curve — green

E=E0+ΔE,N=N0+ΔNE=E_0+\Delta E,\quad N=N_0+\Delta N

ΔE∈[−500,500]\Delta E \in \left[-500, 500\right]

ΔE=−500\Delta E = -500E=49500E = 49500

④

Rate of change — amber

dEdΔE\frac{\mathrm{d}E}{\mathrm{d}\Delta E}

ΔE∈[−500,500]\Delta E \in \left[-500, 500\right]

ΔE=−493.7\Delta E = -493.7E′=1E^{\prime} = 1

Lecture brief

Historical brief

From chain and theodolite through Bowditch’s compass-rule (1802) to GPS PDOP, surveying is the propagation of small errors across a network. These sheets close traverses, reduce stadia and state map scale. This sheet (SRV-27 — Forward coordinate) is the form associated with Grid coordinates. Working symbols: E0E_0, N0N_0, ΔE\Delta E, ΔN\Delta N →\rightarrow EE, NN. The traverse update. Close the loop and Bowditch-adjust ΔE, ΔN before storing the station.

Purpose

Purpose: compute EE, NN from E0E_0, N0N_0, ΔE\Delta E, ΔN\Delta N in Surveying via E=E0+ΔE,N=N0+ΔNE=E_0+\Delta E,\quad N=N_0+\Delta N E = E0 + ΔE, N = N0 + ΔN. A new station from a known one. Use it when a real surveying question must be answered in SI before a code check.

Live realistic example

In symbols

Live case. Given E0=50000.000 mE_0 = 50000.000\,\mathrm{m}, N0=120000.000 mN_0 = 120000.000\,\mathrm{m}, ΔE=85.400 m\Delta E = 85.400\,\mathrm{m}, ΔN=−32.100 m\Delta N = -32.100\,\mathrm{m}, the governing relation E=E0+ΔE,N=N0+ΔNE=E_0+\Delta E,\quad N=N_0+\Delta N yields E=50085.400 mE = 50085.400\,\mathrm{m}, N=119967.900 mN = 119967.900\,\mathrm{m}. A known point, a vector, a new station. Move a slider: the numbers are this situation, not a canned story.

Calculator

Inputs

Outputs

  • Easting E50085.400 m
  • Northing N119967.900 m
Reading speed

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SRV-27 · gauge
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Narration of this film

A known point, a vector, a new station.

The traverse update. Close the loop and Bowditch-adjust ΔE, ΔN before storing the station.

Reading speed

Watch on YouTube