Question 2 of 7: Weighted Adjustment of a Plane Triangle
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Notes on this paper
National Exams — May 2014 — 04-Geom-A2, Adjustment of Observations and Data Analysis. Three-hour, CLOSED-BOOK exam; any non-communicating calculator permitted. Format: seven questions are given and any five (20 marks each) constitute a complete paper — all seven are solved below for completeness. Least-squares adjustments are carried out in the Canadian survey frame (heights on CGVD2013, horizontal on NAD83(CSRS)); US-foot units are retained in Q4 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); Mikhail & Gracie, Analysis and Adjustment of Survey Measurements (Van Nostrand, 1981).
Method note. Every weighted least-squares result below was 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.
Question 2: Weighted Adjustment of a Plane Triangle (20 marks)
Given. Four independent readings of each interior angle of a plane triangle. The three angles must satisfy the single geometric condition $A+B+C=180^\circ$.
Find. Relative weights for A, B, C from their scatter, and the weighted, condition-adjusted angles to the nearest second.
Approach. Take each angle's mean; assign weights inversely proportional to the sample variance of the readings; distribute the $180^\circ$ misclosure among the angles in proportion to $1/w$ (the variance), i.e. the least-precise angle absorbs the most correction.
Means of the four sets. Averaging the seconds columns:
$$\bar A=38^\circ47'59'',\quad \bar B=71^\circ22'18'',\quad \bar C=69^\circ50'15''$$
Sample variances (seconds$^2$). Using $s^2=\tfrac{1}{n-1}\sum(x-\bar x)^2$ on the four readings of each angle,
$$s_A^2=134.7,\qquad s_B^2=50.7,\qquad s_C^2=124.0$$
Relative weights. Weight is inversely proportional to variance, $w_i\propto1/s_i^2$; normalising to the smallest,
$$w_A:w_B:w_C=1.00:2.66:1.09$$
Angle B, being the most consistent, is the most heavily weighted.
Misclosure. $\;\bar A+\bar B+\bar C=180^\circ00'32''$, so the misclosure is
$$w_0=+32''\quad(\text{to be removed}).$$
Weighted corrections. The correction to each angle is proportional to its variance (reciprocal of weight):
$$v_i=-w_0\,\frac{s_i^2}{\sum s_j^2}\;\Rightarrow\; \boxed{v_A=-13.9'',\ v_B=-5.2'',\ v_C=-12.8''}$$
which sum to $-32.0''$ as required.
Adjusted angles. Applying the corrections:
$$\boxed{A=38^\circ47'45'',\quad B=71^\circ22'13'',\quad C=69^\circ50'02''}$$
Their sum is exactly $180^\circ00'00''$.