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Portland Castle, Dorset - English Heritage

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over the photogrammetric plan of the east facing external elevation of the<br />

castle. The location of hyperbolic reflections used to create the velocity<br />

model are indicated by the + symbols and the full data set is shown in<br />

Figure 8(A) (1:50).<br />

Figure 7<br />

Figure 8<br />

Graphical summary of significant GPR anomalies superimposed over the<br />

photogrammetric plan of the east facing external elevation of the castle<br />

(1:50).<br />

Interpolated velocity field model (A) calculated from hyperbolic responses<br />

identified in the data set. Results from a synthetic model (B) to estimate<br />

the expected response of the exterior wall at <strong>Portland</strong> <strong>Castle</strong> consisting of<br />

a 0.25m exterior facing separated into a section with some minor voiding<br />

with the core (0 to 4.75m), a central 0.5m wide beam slot (5.0m) and a<br />

solid course without simulated defects (5.25 to 10m). A strong reflector is<br />

positioned between 3.0 and 8.0m simulates the metal display board within<br />

the Captain’s chamber. Values of resistivity (r), relative dielectric constant<br />

(e) and magnetic permeability (k) are shown for the target bodies in the<br />

model. The results of the synthetic GPR profile calculated from this model<br />

are shown in (C) and, despite the relative simplicity of the model and<br />

absence of noise, compare favourably with the recorded profiles (cf<br />

Figures 3 and 4). The time to depth conversion has been compensated for<br />

the transmission through air beyond 25ns with revised depths shown in<br />

brackets.<br />

© ENGLISH HERITAGE 5 40-2013

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