In: Civil Engineering
PLEASE SOLVE ALL
1. Flying height H = 6000 ft
h = 1475 ft
r = 53.87 mm
Relief Displacement (Distance from principal point if the point were at datum) = rh/H = 53.87 * 1475 / 6000 = 13.24 mm
2. H = 8350 ft
f = 6 in
hA = 1.725 ft, hB = 1.640 ft, hC = 0.95 ft
xa = -3.71 in, ya= 1.864 in, xb = 0.62 in. yb = 3.183 in, xc = 3.704 in, and yc = -3.138 in
Ground coordinates are calculated as below:
XA = xa * (H-hA) / f = -3.71 * (8350 - 1.725) / 6 = -5162.016 ft
XB = xb * (H-hB) / f = 0.62 * (8350 -1.640) / 6 = 862.663 ft
XC = xc * (H-hC) / f = 3.704 * (8350 - 0.95) /6 = 5154.146 ft
YA = ya * (H-hA) / f = 1.864 * (8350 - 1.725) / 6 = 2593.531 ft
YB = yb * (H-hB) / f = 3.183 * (8350 -1.640) / 6 = 4428.805 ft
YC = yc * (H-hC) / f = -3.138 * (8350 - 0.95) /6 = -4366.553 ft
AB = sqrt [ ( XA - XB )2 + ( YA - YB )2 ] = 6298.015 ft
BC = sqrt [ ( XB - XC )2 + ( YB - YC )2 ] = 9786.478 ft
AC = sqrt [ ( XA - XC )2 + ( YA - YC )2 ] = 12444.516 ft
Area of triangle = sqrt (s*(s-AB)*(s-BC)*(s-AC)) where s = (AB+BC+AC)/2
s = 14264.5045
Area of triangle ABC = 30432630.34 ft
(Doubt regarding the values of elevation of A,B,C)
3. Flying height above base of pole H = 2850 ft
Distance of top of image r = 5.11 in
Distance of bottom of image = 4.93 in
Length of image d = 0.18 in
d = rh/H
Height of the pole h = dH/r = 0.18 * 2850 / 5.11 = 100.391 ft
4. Avg terrain elevation = 1200 ft
Highest points in the area = 1850 ft
Camera focal plane opening = 0.9 in2
Relief displacement dh= 0.20 in
dh = rh/H
H= rh/dh = 0.9*1850/0.2 = 8325 ft
S=f/(H-h) = 8in/(8325ft - 1200ft) = 8/(7125*12) = 1:10687.5
5. Datum scale = 1:6000
Flying height = 3000ft
Base elevation = 520 ft
Height of tank = d(H-h)/r = (7.01-6.87)(3000-520)/(7.01) = 49.529 ft