18-Geom-A2 Adjustment of Observations · December 2019
Question 4 of 7: Linearized Observation Equation for a Distance
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Notes on this paper
National Exams — December 2019 — 18-Geom-A2, Adjustment of Observations and Data Analysis. Three-hour, CLOSED-BOOK exam; an approved Casio or Sharp calculator is permitted. Format: seven questions are given and any five (20 marks each) constitute a complete paper — all seven are solved below for completeness. Adjustments are carried out in the Canadian survey frame (heights on CGVD2013, horizontal work on NAD83(CSRS)); US-foot units are retained in Q7 wherever the printed question uses them.
Reference texts: Ghilani, Adjustment Computations: Spatial Data Analysis (6th ed., Wiley, 2017); Wolf & Ghilani, Elementary Surveying: An Introduction to Geomatics (15th ed., Pearson, 2015); Mikhail & Gracie, Analysis and Adjustment of Survey Measurements (Van Nostrand, 1981).
Method note. Every weighted least-squares result below is formed from the normal equations $N\hat{x}=A^{\mathsf T}W\ell$; the reference (unit-weight) standard deviation is $s_0=\sqrt{v^{\mathsf T}Wv/(n-u)}$ with $n$ observations and $u$ unknowns, and station precisions come from $\Sigma_{xx}=s_0^2 N^{-1}$.
Question 4: Linearized Observation Equation for a Distance (20 marks)
Given. A measured distance $\ell_{AB}=132.823$ m and approximate plane coordinates $A_0=(X_A,Y_A)=(1023.151,\,873.018)$, $B_0=(X_B,Y_B)=(1094.310,\,985.163)$. The four coordinates are treated as unknowns to be improved by small corrections $dX_A,dY_A,dX_B,dY_B$.
Find. The distance observation equation linearized about $A_0,B_0$ — its coefficients and constant term.
Figure 4.1 — Distance AB in the plane; the observation equation relates a change in $\ell_{AB}$ to the coordinate corrections at each endpoint.
Approach. The distance is a non-linear function of the coordinates, $\ell=\sqrt{(X_B-X_A)^2+(Y_B-Y_A)^2}$; a first-order Taylor expansion about the approximate coordinates gives a linear relation between the coordinate corrections and the observation residual.
Compute the approximate distance and its components. $\Delta X=X_B-X_A=71.159$ m, $\Delta Y=Y_B-Y_A=112.145$ m, hence
$$\ell_0=\sqrt{\Delta X^2+\Delta Y^2}=\sqrt{71.159^2+112.145^2}=132.816\ \text{m}.$$
Form the partial derivatives (direction cosines). With $\partial\ell/\partial X_B=\Delta X/\ell_0$ and $\partial\ell/\partial Y_B=\Delta Y/\ell_0$ (and equal-and-opposite at A),
$$\frac{\Delta X}{\ell_0}=\frac{71.159}{132.816}=0.5358,\qquad \frac{\Delta Y}{\ell_0}=\frac{112.145}{132.816}=0.8444.$$
Assemble the linearized observation equation. Writing $v$ for the distance residual and $k=\ell_{AB}-\ell_0$ for the constant term,
$$-0.5358\,dX_A-0.8444\,dY_A+0.5358\,dX_B+0.8444\,dY_B=k+v,$$
$$k=\ell_{AB}-\ell_0=132.823-132.816=\boxed{+0.007\ \text{m}\ (+7\ \text{mm})}.$$
State the prototype form. Equivalently, in Ghilani’s notation with the coefficients as direction cosines $\alpha=\Delta X/\ell_0$, $\beta=\Delta Y/\ell_0$,
$$\boxed{\,-\alpha\,dX_A-\beta\,dY_A+\alpha\,dX_B+\beta\,dY_B=(\ell_{AB}-\ell_0)+v\,}$$
which is one row of the design matrix $A$ for a distance observation.