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Terrain Surveying & Road Grade Safety

In civil and transportation engineering, route alignment across mountainous topography requires rigorous analysis of surveyed ground elevation models. Before heavy earthmoving equipment and drilling rigs can be deployed to cut roadway grades, geotechnical engineers must establish the exact spatial boundaries of the mathematical elevation model to ensure equipment is never dispatched into unmapped or physically invalid zones.

A civil engineering survey team at UNLV models the localized terrain elevation zz (measured in hundreds of meters above a base datum) for a proposed mountain bypass using the multivariable radical function:

z=f(x,y)=16−x2−y2z = f(x, y) = \sqrt{16 - x^2 - y^2}
where xx and yy represent surveyed horizontal grid coordinates (in kilometers) measured east and north from a base transit station.

A planned construction access corridor requires heavy excavation machinery to traverse the regional grid point (3,2)(3, 2).

  1. State the algebraic domain condition for f(x,y)f(x, y) and determine the mathematical domain DD in set-builder notation. Describe its geometric boundary and classify the region as open or closed, and bounded or unbounded.
  2. Determine the mathematical range RR of the elevation function in interval notation, identifying the maximum mountain peak elevation and the perimeter base elevation in physical units (meters).
  3. Evaluate whether the proposed construction access point (3,2)(3, 2) lies within the valid terrain domain. Explain what this result means for project safety and heavy equipment operations.