Ahagilla | Multiple Stone Circle CO121-100 | Lat: | 51.64 | ||||
Az | Alt | AppDec | LunarDec | Event | EventDec | Error | |
N Hilltop | 3.19 | 1.00 | 38.87 | ||||
NE Intersect | 34.93 | 0.46 | 30.55 | ||||
NE axis approx | 37.99 | 0.78 | 29.59 | 30.45 | |||
Above S portal left | 40.77 | 0.84 | 28.40 | 29.24 | Max | 29.06 | 0.18 |
Step/break ish | 41.09 | 0.86 | 28.28 | 29.12 | Max | 29.06 | 0.06 |
Above S portal right | 44.37 | 1.34 | 27.19 | 28.02 | |||
Hilltop left | 52.95 | 1.99 | 23.39 | 24.18 | Mid | 23.91 | 0.27 |
Hilltop left | 52.95 | 1.99 | 23.39 | 24.18 | Ssol-15 | 23.00 | 0.39 |
Hilltop right | 54.99 | 1.99 | 22.27 | 23.06 | Ssol/SXQ | 22.00 | 0.27 |
Basal step ISH | 58.77 | 1.57 | 19.79 | 20.57 | Min8 | 20.27 | 0.30 |
Shallow dip c ish | 66.17 | 1.54 | 15.49 | ||||
Top ish | 75.95 | 1.71 | 9.76 | ||||
Step c ish | 86.47 | 0.77 | 2.45 | ||||
E notch centre | 98.72 | -0.06 | -5.91 | EQ-15 | -6.10 | 0.19 | |
Far dip (A) | 101.32 | -0.16 | -7.59 | ||||
Far dip (P) | 101.35 | -0.16 | -7.62 | ||||
Far dip (mean) | 101.33 | -0.16 | -7.60 | ||||
Far/local intersect (A) | 102.68 | -0.09 | -8.36 | EQ/WXQ | -8.70 | 0.34 | |
Far/local intersect (P) | 105.54 | -0.01 | -10.03 | ||||
Far/local int (mean) | 104.11 | -0.05 | -9.19 | EQ/WXQ | -8.70 | -0.49 | |
Trough (A) | 106.78 | 0.28 | -10.51 | ||||
Trough (P) | 109.35 | 0.31 | -12.02 | ||||
Trough (mean) | 108.06 | 0.29 | -11.26 | WXQ+15 | -11.60 | 0.34 | |
SE top (A) | 138.18 | 1.13 | -26.88 | -26.04 | Mid+1/16 | -25.88 | -0.16 |
SE top (P) | 140.33 | 1.14 | -27.86 | -27.01 | Maj8 | -27.55 | 0.54 |
SE top (mean) | 139.26 | 1.14 | -27.37 | -26.52 | |||
Local/far intersect | 154.45 | 0.15 | -34.41 | ||||
Smost Notch ish | 183.32 | -0.24 | -39.15 | ||||
Notch | 208.82 | -0.28 | -33.80 | ||||
Axial slope step top | 214.01 | 0.70 | -30.72 | -29.85 | Max | -29.06 | -0.79 |
Hilltop S | 222.17 | 1.18 | -26.67 | -25.83 | Mid+1/16 | -25.88 | 0.05 |
Hilltop N | 222.83 | 1.19 | -26.35 | -25.52 | Mid+1/16 | -25.88 | 0.36 |
Dip in slope | 225.31 | 0.99 | -25.37 | -24.54 | |||
Big notch | 228.42 | 0.70 | -24.10 | -23.28 | Wsol | -23.91 | -0.19 |
Hilltop | 231.05 | 1.14 | -22.32 | -21.51 | Mid-1/16 | -21.94 | 0.43 |
Small notch | 231.64 | 1.06 | -22.09 | -21.28 | WXQ/Wsol | -21.90 | -0.19 |
Top with post | 232.53 | 1.28 | -21.40 | -20.60 | Min8 | -20.27 | -0.33 |
Dip | 235.37 | 1.11 | -20.04 | -19.25 | Min+1/16 | -19.15 | -0.10 |
Hill - 1st top | 236.23 | 1.17 | -19.52 | -18.72 | Min | -18.76 | 0.04 |
Hill - 2nd top | 236.97 | 1.17 | -19.11 | -18.32 | WXQ-8 | -18.80 | -0.31 |
Dip lowest point | 240.84 | 0.97 | -17.13 | WXQ | -16.60 | -0.53 | |
Top before big hump | 243.33 | 1.20 | -15.49 | ||||
Big hump | 244.18 | 1.30 | -14.92 | ||||
Next hump top | 245.66 | 1.25 | -14.11 | WXQ+8 | -14.00 | -0.11 | |
Third hump top | 247.06 | 1.19 | -13.34 | ||||
Hill N end hump | 249.78 | 1.20 | -11.72 | WXQ+15 | -11.60 | -0.12 | |
Intersect dip ish | 254.03 | 0.83 | -9.50 | ||||
W notch | 264.05 | 0.91 | -3.30 | EQ-8 | -3.30 | 0.00 | |
Step in hill | 272.46 | 1.63 | 2.55 | ||||
Dip c ish (P) | 292.31 | 2.17 | 15.14 | ||||
Dip c ish (A) | 293.14 | 2.17 | 15.63 | ||||
Dip c ish (mean) | 292.72 | 2.17 | 15.39 | ||||
Basal step/intersect (P) | 299.03 | 2.27 | 19.16 | 19.93 | |||
Basal step/intersect (A) | 300.95 | 2.17 | 20.17 | 20.95 | |||
Basal step/int (mean) | 299.99 | 2.22 | 19.66 | 20.44 | Min8 | 20.27 | 0.17 |
Local NW top ish (P) | 305.85 | 2.94 | 23.58 | 24.37 | Ssol-8 | 23.70 | -0.12 |
Local NW top ish (P) | 305.85 | 2.94 | 23.58 | 24.37 | Ssol | 23.91 | -0.33 |
Local NW top ish (A) | 309.15 | 2.92 | 25.34 | 26.14 | Mid+1/16 | 25.88 | 0.26 |
Local NW top (mean) | 307.50 | 2.93 | 24.46 | 25.25 | Mid+1/16 | 25.88 | -0.63 |
Local top N end ish (P) | 314.59 | 2.67 | 27.93 | 28.75 | Max | 29.06 | -0.31 |
Local top N end ish (A) | 317.95 | 2.65 | 29.55 | 30.39 | Max | 29.06 | 1.33 |
Local top N end (mean) | 316.27 | 2.66 | 28.74 | 29.57 | Max | 29.06 | 0.51 |
Basal step ish (P) | 319.26 | 2.15 | 29.70 | 30.53 | |||
Basal step ish (A) | 320.66 | 2.05 | 30.25 | 31.09 | |||
Basal step ish (mean) | 319.96 | 2.10 | 29.97 | 30.81 |
© Michael Wilson 2022.