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234
la Sample catalogue<br />
Appendix 1<br />
Ib Salnple locations in the study region<br />
le Sample locations outside <strong>of</strong> the study region<br />
Id Location <strong>of</strong> samples collected for fluid inclusion analysis.
Appendix 1a Catalogue <strong>of</strong> representative Tawallah Group samples collected during this study.<br />
Field No. Fm. Area Section/sample location (AMG) m Sedimentary facies or rock type Preparations<br />
94-88 PIn Tawallah Range 5780E 82090N - 5783E 82071 N 23.5 Planar cross-bedded gravelly s<strong>and</strong>stone R,TS<br />
94-89 PIn Tawallah Range 5780E 82090N - 5783E 82071 N 49 Planar cross-bedded s<strong>and</strong>stone R, TS<br />
94-51 ptn Scrutton Range 5638E 82090N - 5633E 82086N 1.5 Upper planar cross-bedded s<strong>and</strong>stone R,TS<br />
94-52 Ptn Scrutton Range 5638E 82090N - 5633E 82086N 1.5 Upper planar cross-bedded s<strong>and</strong>stone R,TS<br />
94-53 Ptn Scrutton Range 5638E 82090N - 5633E 82086N 55 Upper ripple/aminated s<strong>and</strong>stone R,TS<br />
94-15 PIn Batten Range 5813E 81909N - 5812E 81916N 130 Planar cross-bedded s<strong>and</strong>stone R,TS<br />
94-14 PIn Batten Range 5813E 81909N - 5812E 81916N 166 Upper ripple laminated s<strong>and</strong>stone R, TS<br />
94-13 PIn Batten Range 5813E 81909N - 5812E 81916N 187 Upper planar cross-bedded s<strong>and</strong>stone R,TS<br />
94-12 Pin Batten Range 5813E 81909N - 5812E 81916N 187 Upper planar cross-bedded s<strong>and</strong>stone R, TS<br />
94-110a Pin Batten Range 5784E 81960N Palaeosol horizon R, TS<br />
94-110b PIn Batten Range 5784E 81960N Palaeosol horizon R,TS<br />
92-M01 Pie Mallapunyah 5895E 81215N Coherent dolerite R,TS<br />
92-M01 PIe Mallapunyah 5895E 81215N Coherent dolerite R,TS<br />
92-M02 PIe Mallapunyah 5895E 81215N Coherent dolerite R,TS<br />
92-M02 PIe Mallapunyah 5895E 81215N Coherent dolerite R, TS<br />
92-M02 PIe Mallapunyah 5895E 81215N Coherent dolerite R, TS<br />
93-69 PIe Serutton Range 5264E 82093N Coherent dolerite R,PO<br />
93-71 PIe Serutton Range 5264E 82093N Coherent dolerite R, PS, PO<br />
93-72 PIe Serutton Range 5264E 82093N Coherent dolerite R,PO<br />
93-73 PIe Serutton Range 5264E 82093N Do omite/dolomitic siltstone R,TS,PS,PD<br />
93-74 PIe Serutton Range 5264E 82093N Dolomite/dolomitic siltstone R, TS, PO<br />
93-78 PIe Serutton Range 5264E 82093N Coherent dolerite R, PO<br />
93-79 Pte Serutton Range 5264E 82093N Coherent dolerite R, PO<br />
93-80 PIe Seruttan Range 5264E 82093N Coherent dolerite R, PS, PO<br />
93-81 PIe Scrutton Range 5632E 82086N Coherent dolerite R,PO<br />
93-82 PIe Scrutton Range 5632E 82086N Coherent dolerite R,PD<br />
93-88A PIe Serutton Range 5632E 82086N Coherent dolerite R, PS, PO<br />
93-886 PIe Scrutton Range 5632E 82086N Coherent dolerite R,PD<br />
94-540 PIe Serutton Range 5632E 82086N Dolomite/dolomitie siltstone R, TS<br />
94-54b PIe Scrutton Range 5632E 82086N Dolomite/dolomitic siltstane R, TS<br />
94-58a Pte Seruttan Range 5632E 82086N Dolomite/dolomitie siltstone R, TS<br />
94-58b Pte Scrutton Range 5632E 82086N Dolomlte/dolomitic siltstone R, TS<br />
94-99 PIe Kiana 5246E 81320N 174.9 Coherent dolerite R,PO<br />
94-100 PIe Kiana 5246E 81320N 169.1 Coherent dolerite R, PS, PO<br />
94-101 PIe Kiana 5246E 81320N 166.5 Coherent dolerite R<br />
94-104 PIe Kiana 5246E 81320N 143.9 In situ dalerite breeeia R<br />
94-27a Plo Scrutton Range 5621E 82083N - 5618E 82081N 9.5 Carbonate association R,TS<br />
94-27b Plo Scrutton Range 5621E 82083N - 5618E 82081N 9.5 Carbonate association R, TS<br />
94-28 Plo Scrutton Range 5621E 82083N - 5618E 82081N 9.5 Carbonate association R, TS<br />
94-29 Plo Scrutton Range 5621E 82083N -5618E 82081N 14.5 S<strong>and</strong>stone association R,PS<br />
94-30 Pto Serutton Range 5621E 82083N - 5618E 82081N 14.5 S<strong>and</strong>stone association R, PS<br />
94-32 Plo Scrutton Range 5621E 82083N -5618E 82081N 138 S<strong>and</strong>stone association R,TS<br />
94-105 Plo Masterton Horst 6206E 81756N Carbonate association R,TS<br />
94-106 Plo Masterton Horst 6206E 81756N Carbonate association R,TS<br />
92-M03 PIg Mallapunyah 5886E 81218N Coherent dolerite R,TS<br />
92-M04 PIg Mallapunyah 5886E 81218N Coherent dorerite R, TS<br />
93-90 PIg Seruttan Range 5617E 82077N Volcanic Breeeia R, TS, PS<br />
93-99 PIg Scruttan Range 5617E 82077N Volcanic Breccia R, TS<br />
93-107 PIg Scrutton Range 5617E 82077N Volcanic Breccia R, PS<br />
93-108 PIg Scrutton Range 5617E 82077N Coherent dolerite R,TS<br />
93-109 PIg Serutlan Range 5617E 82077N Volcanic Breeela R,TS<br />
93-122 PIg Scrulton Range 5617E 82077N Volcanic Breccia R, PS<br />
94-33a PIg Scrutton Range 5637E 82067N - 5632E 62065N 15 S<strong>and</strong>stone R,TS<br />
94-33b PIg Scrutton Range 5637E 82067N - 5632E 82065N 15 S<strong>and</strong>stone R,TS<br />
94-34 PIg Scrutton Range 5637E 82067N - 5632E 82065N 32 Coherent dolerite R,TS<br />
94-35 PIg Scrutton Range 5637E 82067N - 5632E 82065N 32 Coherent dolerite R,PO<br />
94-36 PIg Scrutton Range 5637E 82067N - 5632E 82065N 32 Coherent dorerite R,PO<br />
94-37 PIg Scrutton Range 5637E 82067N - 5632E 82065N 32 Coherent dolerite R, PS, PO<br />
94-38 PIg Serutton Range 5637E 82067N - 5632E 82065N 88 Coherent dolerite R, PO<br />
94-39 Ptg Scrutlon Range 5637E 82067N - 5632E 82065N 88 Coherent dolerite R, PO<br />
94-40 Ptg Serutton Range 5637E 82067N - 5632E 82065N 193 Coherent dolerite R, PO<br />
94-41 Ptg Serutton Range 5637E 82067N - 5632E 82065N 193 Coherent dolerite R,PO<br />
94-42 PIg Scrutton Range 5637E 82067N - 5632E 82065N 193 Coherent dolente R, PS, PO<br />
94-43 PIg Scrutton Range 5637E 82067N - 5632E 82065N 224 Coherent dolerite R,PO<br />
94-44 PIg Scrutton Range 5637E 82067N - 5632E 82065N 224 Coherent dorerite R, PO<br />
94-45 PIg Scrutton Range 5637E 82067N - 5632E 82065N 253 S<strong>and</strong>stone R, TS<br />
94-49 PIg Scruttan Range 5637E 82067N - 5632E 82065N 228 Coherent dolerite (vesicular) R, TS<br />
94-50 PIg Scrutton Range 5637E 82067N - 5632E 82065N 228 Coherent dolerite (vesicular) R, TS
Appendix 2<br />
2a Inverse palaeostress analysis <strong>of</strong> fault-slip data (Batten Range)<br />
2b Inverse palaeostress analysis <strong>of</strong>fauIt-slip data (Scrutton Range)<br />
2c Inverse palaeostress analysis <strong>of</strong> fault-slip data (Scrutton Range)
Appendix 2a<br />
Batten Range: Lower Tawallah Group: E-W Compression<br />
79 81 N 20 W 0 1 46 41 S 21 E 0 12 23 34 E 72 E R 23<br />
24 63 W 46 W 0 2 67 84 S 5 W 0 13 44 27 E 40 E S 24<br />
61 68 N 3 E 0 3 120 20 S 89 E R 14 71 32 S 0 E S 25<br />
60 89 N 10 W 0 4 116 38 E 90 E R 15 180 74 W 18 S S 26<br />
71 47 S 15 E 0 5 20 58 E 90 E R 16 67 46 S 8 W S 27<br />
41 89 W 50 W 0 6 23 79 w 80 W N 17 102 20 S 11 W S 28<br />
44 49 W 53 W 0 7 108 39 N 70 W N 18 133 44 N 32 W S 29<br />
56 24 N 42 W 0 8 66 11 N 65 W N 19 121 31 N 14 W S 30<br />
71 77 N 17 E 0 9 10 56 E 70 W R 20 163 84 W 18 E S 31<br />
38 52 W 20 W 0 10 11 86 E 90 E R 21<br />
62 45 N 11 W 0 11 34 56 E 71 E R 22<br />
MINIMISATION PERCENT 80 SELECTED PARAMETERS, SrGMA 1 TRE=lOO PLUN= 3<br />
LEAST SQUARE REGRESSION OF THE 24 CLOSEST STRIATIONS<br />
AVERAGE ERROR IN DEGREES 21. 39169 ERROR IN R .38E+OO<br />
NO STRESS VALUES USED AND PRINCIPAL AXES<br />
3 3<br />
.1 3 3<br />
33<br />
-<br />
--<br />
3<br />
1 3<br />
3 3 1.<br />
2<br />
2<br />
2<br />
2 .2<br />
2 ...<br />
. 2<br />
2<br />
2 2<br />
*<br />
1<br />
3<br />
1<br />
111+.<br />
3 1 +++<br />
1+<br />
11.<br />
3 1<br />
1..<br />
2
Bat ten Range: Basal Tawallah Group - NW-SE Compression<br />
143 77 E 45 E D 1 38 52 W 20 W D 18 23 34 E 72 E R 35<br />
141 71 E 0 E D 2 62 45 N 11 W D 19 50 88 S 23 E S 36<br />
70 20 S 38 E D 3 112 71 N 12 W D 20 52 83 S 3 W S 37<br />
145 20 W 0 E D 4 46 41 S 21 E D 21 44 27 E 40 E S 38<br />
79 81 N 20 W D 5 67 84 S 5 W D 22 71 32 S 0 E S 39<br />
24 63 W 46 W D 6 120 20 S 89 E R 23 180 74 W 18 S S 40<br />
119 22 S 5 W D 7 164 21 E 90 E R 24 54 70 S 12 E S 41<br />
101 27 S 0 E D 8 176 38 E 90 E R 25 42 45 E 5 W S 42<br />
61 68 N 3 E D 9 20 58 E 90 E R 26 37 74 E 25 E S 43<br />
162 67 W 12 E D 10 23 79 W 80 W N 27 55 72 S 23 E S 44<br />
150 87 W 23 E D 11 18 45 W 50 W N 28 40 66 E 15 W S 45<br />
60 89 N 10 W D 12 108 39 N 70 W N 29 67 46 S 8 W S 46<br />
71 47 S 15 E D 13 66 11 N 65 W N 30 102 20 S 11 W S 47<br />
41 89 W 50 W D 14 10 56 E 70 W R 31 133 44 N 32 W S 48<br />
44 49 W 53 W D 15 11 86 E 90 E R 32 121 31 N 14 W S 49<br />
56 24 N 42 W D 16 34 56 E 71 E R 33 3 61 W 0 E S 50<br />
71 77 N 17 E D 17 61 68 N 70 E R 34 163 84 W 18 E S 51<br />
MINIMISATION PERCENT 40 SELECTED PARAMETERS, SIGMA 1 TRE=l75 PLUN= 1<br />
LEAST SQUARE REGRESSION OF THE 20 CLOSEST STRIATIONS<br />
AVERAGE ERROR IN DEGREES 21. 96397 ERROR IN R .32E+00<br />
NO STRESS VALUES USED AND PRINCIPAL AXES STRESS RATIO R = .61<br />
SIGMA(l)= .46252 TREND 357.0 (ERR 21.4) PLUNGE 3.0 (ERR 16.51<br />
SIGMA(2)= .07495 TREND 261. 6 (ERR 47.01 PLUNGE 61. 5 (ERR 9.9l<br />
SIGMA(3l= -.53748 TREND 88.6 (ERR 18.1) PLUNGE 28.3 (ERR 10.2)<br />
GAMME NBRE INDICE DES VALEURS DANS CETTE GAMME<br />
1 .0 .1 7 36 20 43 10 50 41 24<br />
2 .1 .2 10 11 42 7<br />
3 .2 .3 12 44 1<br />
4 .3 .4 14 3 37<br />
5 .4 .5 16 28 2<br />
6 .5 .6 18 8 4<br />
7 .6 .7 19 45<br />
8 .7 .8 20 34<br />
9 .8 .9 20<br />
10 .9 1.0 20<br />
11 1.0 1.2 21 30<br />
12 1.2 1.4 23 46 13<br />
13 1.4 1. 6 24 23<br />
14 1.6 1.8 25 40<br />
15 1.8 2.0 31 14 35 49 39 27 38<br />
16 2.0 2.2 34 15 5 6<br />
17 2.2 2.4 38 21 33 31 26<br />
18 2.4 2.6 43 16 19 32 47 12<br />
19 2.6 2.8 47 18 9 51 29<br />
20 2.8 3.0 50 22 17 48<br />
21 3.0 3.2 51 25<br />
SCHMIDT NET OF NEAREST EXACT SOLN<br />
1<br />
..... +.<br />
+++ 1<br />
+1 1<br />
1<br />
3<br />
3<br />
2 3 3<br />
3 3<br />
2 2 3<br />
2 .2 • ---3<br />
...2<br />
3<br />
2 3 3<br />
2<br />
2<br />
1<br />
1 1<br />
....... .. 1 ....<br />
1<br />
1
Batten Range: Basal Tawallah Group: NE-SW Compression<br />
143 77 E 45 E D 1 157 63 E 90 E R 51<br />
141 71 E 0 E D 2 164 21 E 90 E R 52<br />
28 66 E 37 E D 3 176 38 E 90 E R 53<br />
45 69 S 41 W D 4 20 58 E 90 E R 54<br />
70 20 S 38 E D 5 157 22 E 60 W R 55<br />
14 69 E 21 W D 6 23 79 W 80 W N 56<br />
147 21 E 50 W D 7 18 45 W 50 W N 57<br />
145 20 W 0 E D 8 136 13 E 61 W R 58<br />
161 71 E 5 W D 9 108 39 N 70 W N 59<br />
79 81 N 20 W D 10 66 11 N 65 W N 60<br />
24 63 W 46 W D 11 10 56 E 70 W R 61<br />
119 22 S 5 W D 12 134 40 N 60 E R 62<br />
101 27 S 0 E D 13 11 86 E 90 E R 63.<br />
170 51 W 45 E D 14 34 56 E 71 E R 64<br />
13 63 W 30 W D 15 61 68 N 70 E R 65<br />
49 86 N 5 E D 16 23 34 E 72 E R 66<br />
157 74 E 10 W D 17 50 88 S 23 E S 67<br />
61 68 N 3 E D 18 52 83 S 3 w S 68<br />
164 81 E 0 E D 19 44 27 E 40 E S 69<br />
166 62 E 5 W D 20 71 32 S 0 E S 70<br />
175 62 W 25 E D 21 180 74 W 18 S S 71<br />
162 67 W 12 E D 22 54 70 S 12 E S 72<br />
150 87 W 23 E D 23 42 45 E 5 W S 73<br />
60 89 N 10 W D 24 37 74 E 25 E S 74<br />
166 74 E 14 E D 25 125 78 N 32 W S 75<br />
71 47 S 15 E D 26 55 72 S 23 E S 76<br />
41 89 W 50 W D 27 93 74 S 5 E S 77<br />
44 49 W 53 W D 28 40 66 E 15 W S 78<br />
171 62 E 13 W D 29 80 68 S 12 E S 79<br />
56 24 N 42 W D 30 67 46 S 8 W S 80<br />
46 79 S 12 E D 31 102 20 S 11 W S 81<br />
158 82 E 16 E D 32 116 61 N 10 W S 82<br />
56 78 S 11 E D 33 88 67 S 3 E s 83<br />
25 55 W 16 E D 34 133 44 N 32 W S 84<br />
15 82 E 38 E D 35 161 45 W 45 W S 85<br />
156 82 E 15 W D 36 120 89 N 5 W S 86<br />
167 73 E 4 W D 37 129 68 S 24 W S 87<br />
156 73 E 10 W D 38 108 88 N 28 W S 88<br />
161 64 E 13 w D 39 121 31 N 14 W S 89<br />
41 70 E 37 E D 40 121 54 S 30 w S 90<br />
71 77 N 17 E D 41 3 61 W 0 E S 91<br />
159 73 E 14 W D 42 112 59 S 12 W S 92<br />
38 52 W 20 W D 43 101 81 N 3 E S 93<br />
161 63 E 10 W D 44 114 63 N 15 E S 94<br />
168 74 E 14 W D 45 127 59 N 5 E S 95<br />
62 45 N 11 W D 46 115 71 N 4 E S 96<br />
112 71 N 12 W D 47 113 42 N 13 E S 97<br />
46 41 S 21 E D 48 123 24 S 0 E S 98<br />
67 84 S 5 W D 49 131 36 s 10 E S 99<br />
120 20 S 89 E R 50 136 39 W 21 W S 100<br />
168 35 W 40 W S 101<br />
163 84 W 18 E S 102<br />
MINIMISATION PERCENT 50 SELECTED PARAMETERS, SIGMA 1 TRE=225 PLUN=15 LEAST<br />
SQUARE REGRESSION OF THE 51 CLOSEST STRIATIONS<br />
AVERAGE ERROR IN DEGREES 21.67805 ERROR IN R .39E+OO<br />
NO STRESS VALUES USED AND PRINCIPAL AXES\<br />
SIGMA(I)= .45043 TREND 241.1 (ERR 13.2) PLUNGE 12.7 (ERR 15.7)<br />
SIGMA(2)= .09915 TREND 115.1 (ERR 43.9) PLUNGE 69.0 (ERR 17.4)<br />
SIGMA(3)= -.54957 TREND 334.9 (ERR 11.7) PLUNGE 16.4 (ERR 15.2)<br />
STRESS RATIO R = .65<br />
GAMME NBRE INDICE DES VALEURS DANS CETTE GAMME<br />
1 .0 .1 16 100 87 83 45 62 19 31 95 82 92 58 21 79 29 42 33<br />
2 .1 .2 22 88 7 32 34 37 17<br />
3 .2 .3 31 97 98 75 38 9 39 86 77 90<br />
4 .3 .4 37 55 20 14 44 99 96<br />
5 .4 .5 39 6 25<br />
6 .5 .6 45 93 85 36 94 35 4<br />
7 .6 .7 49 16 15 101 3<br />
8 .7 .8 50 40<br />
9 .8 .9 51 51<br />
10 .9 1.0 51<br />
11 1.0 1.2 59 81 89 52 22 48 59 11 43<br />
12 1.2 1.4 61 53 27<br />
13 1.4 1.6 69 84 24 63 56 64 18 66 70<br />
14 1.6 1.8 74 54 69 41 23 80<br />
15 1.8 2.0 78 60 61 46 50<br />
16 2.0 2.2 84 28 26 49 57 1 5<br />
17 2.2 2.4 84<br />
18 2.4 2.6 86 13 76<br />
19 2.6 2.8 93 73 68 10 72 12 74 30<br />
20 2.8 3.0 100 65 102 91 71 67 8 47<br />
21 3.0 3.2 102 78 2
SCHMIDT NET OF NEAREST EXACT SOLN<br />
3<br />
.. 33 3 3 3<br />
.3.3-333<br />
3 3---3 3<br />
3 3<br />
3<br />
3 3 3<br />
2 2<br />
2 2<br />
22 2<br />
* 2 22 22<br />
2 ... 22<br />
1 2 222.2 2<br />
2 2<br />
1 1<br />
1 2<br />
11 +1 11 1<br />
+++1111<br />
11+<br />
1<br />
1 11<br />
1..<br />
1<br />
2 1..<br />
1
Batten Range: Wununmantyala s<strong>and</strong>stone/Masterton S<strong>and</strong>stone: NW-SE Compression<br />
60 42 S 5 W D 1 149 63 E 5 E D 13 141 80 W 8 E D 25<br />
140 80 W 5 W D 2 146 70 E 23 E D 14 69 40 S 80 E R 26<br />
133 49 S 10 E D 3 175 86 E 90 E R 15 74 61 S 75 E R 27<br />
55 74 S 48 W D 4 139 64 W 10 E S 16 75 35 S 90 E R 28<br />
170 89 E 20 W S 5 90 75 S 12 E D 17 135 73 E "11 W D 29<br />
30 80 E 5 S S 6 175 80 W 80 E R 18 141 34 E 5 W D 30<br />
125 67 S 12 W D 7 161 78 W 30 W D 19 146 43 E 0 E D 31<br />
79 72 N 25 E D 8 75 27 E 90 E R 20 140 71 E 40 E D 32<br />
79 69 N 45 W D 9 121 80 N 12 E D 21 135 69 E 16 E D 33<br />
117 75 S 15 E D 10 123 70 S 30 W D 22 150 70 W 32 W D 34<br />
72 46 E 90 E R 11 71 68 S 90 E R 23 153 61 E 11 E D 35<br />
79 80 E 90 E R 12 141 82 W 10 W D 24 144 80 E 65 E N 36<br />
MINIMISATION PERCENT 88 SELECTED PARAMETERS, SIGMA 1 TRE=167 PLUN=19<br />
LEAST SQUARE REGRESSION OF THE 31CLOSEST STRIATIONS<br />
AVERAGE ERROR IN DEGREES 21. 94 ERROR IN R .45E+OO<br />
NO STRESS vALUES USED AND PRINCIPAL AXES STRESS RATIO R = .37<br />
SIGMA(l)= .54270 TREND 167.4 (ERR 4.6) PLUNGE 18.7 (ERR 4.51<br />
SIGMA(2)= -.08541 TREND 337.8 (ERR 45.21 PLUNGE 71. 0 (ERR 4.91<br />
SIGMA(3)= -.45730 TREND 76.4 (ERR 7.5) PLUNGE 3.0 (ERR 13.5)<br />
GAMME NBRE INDICE DES VALEURS DANS CETTE GAMME<br />
1 .0 .1 7 9 25 28 5 33 14 21<br />
2 .1 .2 14 20 8 10 12 11 6 19<br />
3 .2 .3 17 23 2 34<br />
4 .3 .4 21 30 32 27 24<br />
5 .4 .5 27 3 26 31 35 13 7<br />
6 .5 .6 28 29<br />
7 .6 .7 28<br />
8 .7 .8 30 17 36<br />
9 .8 .9 31 22<br />
10 .9 1.0 31<br />
11 1.0 1.2 31<br />
12 1.2 1.4 31<br />
13 1.4 1.6 31<br />
14 1.6 1.8 32 15<br />
15 1.8 2.0 32<br />
16 2.0 2.2 33 18<br />
17 2.2 2.4 34 1<br />
18 2.4 2.6 34.<br />
19 2.6 2.8 34<br />
20 2.8 3.0 35 16<br />
21 3.0 3.2 36 4<br />
SCHMIDT NET OF NEAREST EXACT SOLN<br />
33<br />
33 3 *2<br />
33<br />
3 3<br />
<br />
3<br />
3 3<br />
3 3<br />
... 2<br />
2 .22 2 3 -3<br />
2<br />
222<br />
2<br />
22<br />
2<br />
3 ..<br />
3<br />
2<br />
1<br />
1<br />
+ 11 1 1 1<br />
+++11<br />
1 111 1+<br />
1<br />
3<br />
3.
Ba t ten Range: Wununmantyala S<strong>and</strong>stone/Masterton S<strong>and</strong>stone: NE-SW Compression<br />
60 42 S 5 W D 1 153 73 E 10 W D 49<br />
130 12 S 90 E R 2 121 80 N 12 E D 50<br />
175 80 E 10 w D 3 123 70 S 30 w D 51<br />
140 80 w 5 w D 4 71 68 S 90 E R 52<br />
60 80 N 0 E S 5 61 62 S 14 w S 53<br />
48 57 S 48 w D 6 133 69 S 19 N s 54<br />
110 33 S 90 E R 7 159 75 E 0 E D 55<br />
133 49 S 10 E D 8 135 89 E 0 E S 56<br />
55 74 S 48 w D 9 153 73 w 0 E D 57<br />
170 89 E 20 w S 10 125 79 S 0 E S 58<br />
169 80 E 0 E D 11 141 82 W 10 W D 59<br />
79 87 N 12 E S 12 141 80 W 8 E D 60<br />
30 80 E 5 S S 13 69 40 S 80 E R 61<br />
125 67 S 12 w D 14 127 79 S 12 w S 62<br />
79 72 N 25 E D 15 74 61 S 75 E R 63<br />
171 82 E 10 W D 16 175 26 E 40 W D 64<br />
107 66 N 0 E S 17 145 14 E 90 E R 65<br />
33 20 E 0 E D 18 144 28 E 90 E R 66<br />
127 72 S 64 W R 19 133 31 N 90 E R 67<br />
79 69 N 45 w D 20 151 63 E 70 E R 68<br />
117 75 S 15 E D 21 47 71 S 31 W D 69<br />
155 52 E 90 E R 22 175 84 E 11 W D 70<br />
72 46 E 90 E R 23 144 40 E 90 E R 71<br />
79 80 E 90 E R 24 158 67 E 20 w D 72<br />
166 78 E 40 N D 25 129 71 N 7 E S 73<br />
149 63 E 5 E D 26 166 38 E 12 w D 74<br />
146 70 E 23 E D 27 161 41 E 57 w D 75<br />
175 86 E 90 E R 28 174 78 E 10 W D 76<br />
167 79 W 9 E D 29 140 52 w 60 w R 77<br />
95 70 S 10 W S 30 157 63 E 17 w D 78<br />
155 66 E 60 w R 31 151 12 E 69 w R 79<br />
70 80 N 16 w S 32 79 64 N 0 E S 80<br />
139 64 w 10 E S 33 153 78 E 5 E D 81<br />
0 69 E 31 N D 34 75 35 S 90 E R 82<br />
165 77 E 12 w D 35 164 81 E 0 E D 83<br />
172 80 E 10 W D 36 135 73 E 11 W D 84<br />
168 75 E 15 w D 37 141 34 E 5 W D 85<br />
157 85 E 7 w D 38 146 43 E 0 E D 86<br />
164 73 E 13 w D 39 140 71 E 40 E D 87<br />
90 75 S 12 E D 40 135 69 E 16 E D 88<br />
40 74 E 6 w D 41 148 58 E 90 E R 89<br />
175 80 w 80 E R 42 157 42 E 90 E R 90<br />
171 54 w 60 E R 43 150 70 w 32 w D 91<br />
41 72 E 8 w D 44 171 75 w 20 w D 92<br />
161 78 W 30 w D 45 161 80 w 5 E D 93<br />
156 82 w 0 E D 46 172 64 E 15 w D 94<br />
153 69 E 22 w D 47 153 61 E 11 E D 95<br />
75 27 E 90 E R 48 144 80 E 65 E N 96<br />
MINIMISATION PERCENT 62 SELECTED PARAMETERS, SIGMA 1 TRE=230 PLUN= 2 LEAST<br />
SQUARE REGRESSION OF THE 59cLOSEST STRIATIONS<br />
AVERAGE ERROR IN DEGREES 22.66202 ERROR IN R .48E+00<br />
NO STRESS VALUES USED AND PRINCIPAL AXES<br />
SIGMA{l}= .60708 TREND 230.9 (ERR 13.2) PLUNGE 2.0 (ERR 12.8)<br />
SIGMA(2)= -.21417 TREND 86.1 (ERR 83.71 PLUNGE 87.5 (ERR 31.5)<br />
SIGMA(3)= -.39292 TREND 321. 0 (ERR 13.1) PLUNGE 1.4 (ERR 51.2)<br />
STRESS RATIO R = .18<br />
GAMME NBRE INDICE DES VALEURS DANS CETTE GAMME<br />
1 .0 .1 14 36 75 76 80 38 3 16 37 64 69 30 66 71 6<br />
2 .1 .2 27 41 65 35 44 70 79 56 31 18 67 11 29 32<br />
3 .2 .3 36 94 39 83 5 12 19 34 2 89<br />
4 .3 .4 39 93 43 17<br />
5 .4 .5 46 72 25 62 90 46 77 22<br />
6 .5 .6 51 55 47 78 58 49<br />
7 .6 .7 54 53 81 74<br />
8 .7 .8 57 92 73 7<br />
9 .8 .9 60 54 68 57<br />
10 .9 1.0 60<br />
11 1.0 1.2 62 45 42<br />
12 1.2 1.4 64 95 26<br />
13 1.4 1.6 69 86 60 85 24 28<br />
14 1.6 1.8 80 52 27 82 8 91 33 48 23 9 59 4<br />
15 1.8 2.0 83 84 63 61<br />
16 2.0 2.2 83<br />
17 2.2 2.4 89 88 96 1 87 20 21<br />
18 2.4 2.6 90 14<br />
19 2.6 2.8 93 15 10 40<br />
20 2.8 3.0 94 51<br />
21 3.0 3.2 96 50 13
SCHMIDT NET OF NEAREST EXACT SOLN<br />
.. -333 333<br />
.. 33333 33 1 1 1<br />
3 3 3 1.<br />
3 3<br />
3 11<br />
1 .1<br />
3 2<br />
1..<br />
3 2<br />
2 2<br />
2 22<br />
22.22<br />
2 22 2* ..<br />
2 222. 2<br />
2<br />
2 2 23 2<br />
2 2<br />
11<br />
.1 1<br />
.1<br />
.1+ 3 3<br />
+++11<br />
+1 1 1 3 3 33.<br />
1. 1 1 3 33 33 .<br />
.. 1 1 3 333.<br />
333.<br />
3 ...
Appendix 2b<br />
Scrutton Range: Basal Tawal1ah Group: NE-SW Compression (1)<br />
122 64 w 90 E R 1 51 71 E 5 E S 8<br />
9 36 w 0 E D 2 145 50 E 0 E S 9<br />
161 64 W 0 E D 3 130 68 E 7 W S 10<br />
i75 75 E 0 E D 4 142 60 w 0 E S 11<br />
137 64 W 0 E D 5 122 30 w 60 E S 12<br />
72 71 E 5 E D 6 59 41 E 50 E S 13<br />
11 61 W 0 E S 7<br />
MINIMISATION PERCENT 60 SELECTED PARAMETERS, SIGMA 1 TRE=240 PLUN=10 LEAST<br />
SQUARE REGRESSION OF THE 7 CLOSEST STRIATIONS<br />
AVERAGE ERROR IN DEGREES 18.72711 ERROR IN R .13E+OO<br />
NO STRESS VALUES USED AND PRINCIPAL AXES<br />
SIGMA(l)= .34148 TREND 70.8 (ERR 30.4) PLUNGE 26.5 (ERR 87.2)<br />
SIGMA(2)= .31703 TREND 267.2 (ERR 61.0) PLUNGE 62.6 (ERR 87.1)<br />
SIGMA(3)= -.65852 TREND 164.2 (ERR 18.7) PLUNGE 6.7 (ERR 17.7)<br />
STRESS RATIO R = .98<br />
GAMME NBRE INDICE DES VALEURS DANS CETTE GAMME<br />
1 .0 .1 4 3 10 4 9<br />
2 .1 .2 4<br />
3 .2 .3 6 2 11<br />
4 .3 .4 7 12<br />
5 .4 .5 7<br />
6 .5 .6 7<br />
7 .6 .7 7<br />
8 .7 .8 7<br />
9 .8 .9 7<br />
10 .9 1.0 7<br />
11 1.0 1.2 8 13<br />
12 1.2 1.4 8<br />
13 1.4 1.6 9 6<br />
14 1.6 1.8 9<br />
15 1.8 2.0 9<br />
16 2.0 2.2 10 1<br />
17 2.2 2.4 11 8<br />
18 2.4 2.6 11<br />
19 2.6 2.8 11<br />
20 2.8 3.0 12 5<br />
21 3.0 3.2 13 7<br />
SCHMIDT NET OF NEAREST EXACT SOLN<br />
3<br />
..... .<br />
2<br />
2<br />
.......<br />
•<br />
3<br />
-3<br />
1+<br />
+++<br />
+<br />
1
Scrutton Range: Basal Tawallah Group: NE-SW Compression (21<br />
133 42 W 70 W R 1 145 38 W 70 W R 19 161 64 W 0 E D 37<br />
122 64 W 90 E R 2 145 25 W 90 E R 20 175 75 E 0 E D 38<br />
165 64 W 90 E R 3 172 37 W 70 E R 21 137 64 W 0 E D 39<br />
164 46 W 90 E R 4 160 37 W 80 E R 22 72 71 E 5 E D 40<br />
161 37 W 70 W R 5 173 27 W 80 E R 23 4 13 W 45 S D 41<br />
158 32 W 70 E R 6 11 29 W 90 E R 24 164 89 W 0 E D 42<br />
152 52 W 90 E R 7 14 44 W 75 S R 25 11 61 W 0 E S 43<br />
170 21 W 80 E R 8 171 57 W 80 E R 26 82 71 E 5 E S 44<br />
135 42 W 70 W R 9 9 36 W 0 E D 27 73 65 E 10 W S 45<br />
136 39 W 70 W R 10 40 64 E 0 E D 28 51 71 E 5 E s 46<br />
135 34 W 80 W R 11 28 65 E 0 E D 29 145 50 E 0 E S 47<br />
137 22 W 90 E R 12 56 81 E 0 E D 30 100 87 S 0 E S 48<br />
173 56 W 80 W R 13 31 64 E 5 E D 31 130 68 E 7 W S 49<br />
173 41 W 90 E R 14 21 67 W 7 N D 32 142 60 W 0 E S 50<br />
156 15 w 80 W R 15 17 64 W 10 W D 33 86 64 S 10 W S 51<br />
149 22 W 70 W R 16 171 83 W 0 E D 34 122 30 W 60 E S 52<br />
149 48 W 90 E R 17 8 84 W 0 E D 35 59 41 E 50 E S 53<br />
144 34 W 80 W R 18 65 89 E 5 W D 36 97 89 N 5 W S 54<br />
65 47 E 15 W S 55<br />
MINIMISATION PERCENT 78 SELECTED PARAMETERS, SIGMA 1 TRE= 65 PLUN=10 LEAST<br />
SQUARE REGRESSION OF THE 42 CLOSEST STRIATIONS<br />
AVERAGE ERROR IN DEGREES 17.04976 ERROR IN R .16E+00<br />
NO STRESS VALUES USED AND PRINCIPAL AXES STRESS RATIO R = .00<br />
SIGMA(1l= .66655 TREND 67.4 (ERR 14.51 PLUNGE 2.7 (ERR 10.9)<br />
SIGMA(2l= -.33310 TREND 336.9 (ERR ?) PLUNGE 11.2 {ERR ?l<br />
SIGMA(3l= -.33345 TREND 170.6 (ERR ?) PLUNGE 78.4 (ERR ?l<br />
GAMME NBRE rNDICE DES VALEURS DANS CETTE GAMME<br />
1 .0 .1 8 55 48 21 8 19 51 30 35<br />
2 .1 .2 21 18 22 44 36 23 10 15 54 7 4 45 9 16<br />
3 .2 .3 30 1 17 20 42 33 28 26 31 34<br />
4 .3 .4 37 11 41 3 6 14 29 12<br />
5 .4 .5 39 5 32<br />
6 .5 .6 40 25<br />
7 .6 .7 42 24 13<br />
8 .7 .8 43 38<br />
9 .8 .9 44 49<br />
10 .9 1.0 45 27<br />
11 1.0 1.2 47 50 2<br />
12 1.2 1.4 48 47<br />
13 1.4 1.6 49 37<br />
14 1.6 1.8 49<br />
15 1.8 2.0 50 52<br />
16 2.0 2.2 50<br />
17 2.2 2.4 51 39<br />
18 2.4 2.6 53 53 43<br />
19 2.6 2.8 53<br />
20 2.8 3.0 53<br />
21 3.0 3.2 55 40 46<br />
SCHMIDT NET OF NEAREST EXACT SOLN<br />
2 .. 2 2 2<br />
... 2 2. 2<br />
2 ..• 2 2<br />
.. 2 2 2<br />
2<br />
2<br />
3 11.<br />
2<br />
2 11<br />
11<br />
3 1 1 1.+<br />
1+++<br />
1 +.<br />
3 1.<br />
2 3 11<br />
1 3<br />
3<br />
3 1.<br />
•<br />
11 3<br />
3<br />
.1<br />
..<br />
1 3<br />
.. 3<br />
3<br />
.11 2<br />
1. 1<br />
1 1 3<br />
1<br />
1. 22<br />
2<br />
3 2 2 ..<br />
2 2 2 2 ..<br />
2 22 ..<br />
22 . .<br />
.... .. 2 2
Scrutton Range: Middle <strong>and</strong> Upper Tawa11ah Group: NW-SE Compression<br />
111 51 E 80 N N 1 114 40 W 45 W D 15 151 61 E 0 E S 29<br />
14 88 W 50 W N 2 139 40 W 40 E D 16 114 22 W 10 E S 30<br />
14 35 W 50 N R 3 165 33 E 5 W D 17 39 45 W 5 E S 31<br />
34 83 W 60 E R 4 44 87 E 10 E S 18 5 62 W 0 E S 32<br />
144 35 W 90 E N 5 42 47 W 20 W S 19 135 55 W 0 E S 33<br />
136 57 W 80 W N 6 13 53 W 5 W S 20 163 34 W 90 E N 34<br />
144 34 W 80 W N 7 11 84 E 5 E S 21 151 50 W 75 W N 35<br />
157 46 W 90 E N 8 20 86 E 0 E S 22 162 77 W 60 W N 36<br />
149 19 W 80 W N 9 14 81 E 15 E S 23 133 41 W 10 W D 37<br />
76 61 W 0 E D 10 40 89 E 5 W S 24 160 39 W 20 W D 38<br />
123 43 W 10 W D 11 45 38 E 30 E S 25 28 55 E 5 W S 39<br />
72 80 W 30 E D 12 25 69 E 5 E S 26 11 77 E 0 E S 40<br />
78 61 W 5 W D 13 25 74 E 30 E S 27 0 64 E 10 S S 41<br />
99 74 N 0 E D 14 150 55 E 7 E S 28 66 81 E 0 E S 42<br />
MINIMISATION PERCENT 75 SELECTED PARAMETERS, SIGMA 1 TRE=160 PLUN=16 LEAST<br />
SQUARE REGRESSION OF THE 31 CLOSEST STRIATIONS<br />
AVERAGE ERROR IN DEGREES 20.89404 ERROR IN R .34E"00<br />
NO STRESS VALUES USED AND PRINCIPAL AXES<br />
SIGMA(l)= .35306 TREND 161.5 (ERR 13.6) PLUNGE 12.8 (ERR 80.1)<br />
SIGMA(2)= .29389 TREND .6 (ERR 155.1) PLUNGE 76.4 (ERR 75.7)<br />
SIGMA(3)= -.64694 TREND 252.5 (ERR 9.0) PLUNGE 4.3 (ERR 22.1)<br />
STRESS RATIO R = .94<br />
GAMME NBRE INDICE DES VALEURS DANS CETTE GAMME<br />
1 .0 .1 11 12 19 24 35 9 34 22 14 13 21 1<br />
2 .1 .2 16 8 26 23 7 15<br />
3 .2 .3 21 10 42 40 25 18<br />
4 .3 .4 23 5 27<br />
5 .4 .5 25 39 31<br />
6 .5 .6 28 36 6 11<br />
7 .6 .7 29 2<br />
8 .7 .8 31 20 37<br />
9 .8 .9 32 32<br />
10 .9 1.0 32<br />
11 1.0 1.2 34 41 38<br />
12 1.2 1.4 35 4<br />
13 1.4 1.6 35<br />
14 1.6 1.8 38 17 3 16<br />
15 1.8 2.0 38<br />
16 2.0 2.2 40 29 28<br />
17 2.2 2.4 42 33 30<br />
SCHMIDT NET OF NEAREST EXACT SOLN<br />
1<br />
2 2<br />
.. . 1 ..<br />
1 2<br />
11 1<br />
.......<br />
1 2 3<br />
2 .3<br />
1 2<br />
22<br />
2 1.<br />
1 1 3.<br />
22 3<br />
'2<br />
2 2<br />
3 3 2 2 1<br />
.3 3 2 1<br />
.3- 2<br />
.---3<br />
.-33 1<br />
3 3 1<br />
. .. . 1 ..<br />
2<br />
1<br />
211<br />
1 2<br />
11 1.<br />
+<br />
+++<br />
+<br />
. . 1 ...
Scrutton Range: Middle <strong>and</strong> Upper Tawa11ah Group: NE-SW Compression<br />
102 60 S 60 w R 1 26 89 w 0 E 0 55<br />
31 61 w 70 w R 2 165 33 E 5 w 0 56<br />
141 34 w 70 w R 3 64 64 w 50 W 0 57<br />
144 8 w 70 E R 4 72 55 E 0 E 0 58<br />
162 5 w 90 E R 5 44 87 E 10 E S 59<br />
144 44 w 90 E R 6 42 47 w 20 W S 60<br />
1 31 E 90 N R 7 13 53 w 5 w S 61<br />
171 51 E 80 N N 8 79 74 E 5 w S 62<br />
14 88 w 50 w N 9 109 89 E 0 E S 63<br />
1 30 w 70 N R 10 11 84 E 5 E S 64<br />
115 21 w 90 E R 11 20 86 E 0 E S 65<br />
160 17 w 90 E R 12 14 81 E 15 E S 66<br />
129 26 w 70 w R 13 40 89 E 5 w S 67<br />
159 41 w 50 W R 14 45 38 E 30 E S 68<br />
14 35 w 50 N R 15 25 69 E 5 E s 69<br />
158 37 w 50 w R 16 122 20 w 5 w S 70<br />
161 40 w 70 w R 17 25 74 E 30 E S 71<br />
5 51 w 90 N R 18 150 55 E 7 E S 72<br />
131 35 w 80 w R 19 151 61 E 0 E S 73<br />
34 83 W 60 E R 20 114 22 w 10 E S 74<br />
154 49 W 50 w R 21 161 67 w 50 w S 75<br />
155 25 w 90 E R 22 39 45 w 5 E s 76<br />
158 85 w 90 E R 23 5 62 w 0 E S 77<br />
151 22 w 90 E R 24 135 55 w 0 E S 78<br />
98 15 S 50 w R 25 151 50 w 85 w R 79<br />
109 16 w 60 w R 26 147 37 w 80 w R 80<br />
144 35 w 90 E N 27 156 61 w 90 E R 81<br />
136 57 w 80 w N 28 151 47 w 90 E R 82<br />
144 34 w 80 w N 29 166 60 w 60 w R 83<br />
157 46 w 90 E N 30 163 34 w 90 E N 84<br />
149 19 w 80 w N 31 149 37 w 80 E R 85<br />
66 56 E 5 w 0 32 149 26 w 80 w R 86<br />
66 55 E 5 E 0 33 156 31 w 80 E R 87<br />
60 61 E 0 E 0 34 139 25 w 90 E R 88<br />
56 86 w 0 E 0 35 157 22 w 90 E R 89<br />
76 61 w 0 E 0 36 136 22 w 90 E R 90<br />
123 43 w 10 w 0 37 119 29 w 90 E R 91<br />
72 80 w 30 E 0 38 160 35 w 80 w R 92<br />
67 15 E 50 E 0 39 1 43 w 90 E R 93<br />
40 89 w 5 w 0 40 151 50 w 75 w N 94<br />
42 89 E 5 E 0 41 162 77 w 60 w N 95<br />
20 62 W 10 E 0 42 171 57 W 70 W R 96<br />
78 61 w 5 W 0 43 146 40 w 80 w R 97<br />
176 84 E 0 E 0 44 169 28 w 80 w R 98<br />
74 44 E 5 w 0 45 133 41 w 10 W 0 99<br />
99 74 N 0 E 0 46 160 39 w 20 w 0 100<br />
6 82 W 0 E 0 47 29 76 E 10 W 0 101<br />
42 67 E 0 E 0 48 40 61 E 15 E 0 102<br />
45 78 E 30 w 0 49 28 55 E 5 w S 103<br />
114 40 w 45 w D 50 11 77 E 0 E S 104<br />
44 88 E 10 E 0 51 0 64 E 10 S S 105<br />
51 86 E 5 w 0 52 66 81 E 0 E S 106<br />
42 58 w 5 E 0 53<br />
139 40 w 40 E 0 54<br />
MINIMISATION PERCENT 57 SELECTED PARAMETERS, SIGMA 1 TRE=255 PLUN= 5 LEAST<br />
SQUARE REGRESSION OF THE 60 CLOSEST STRIATIONS<br />
AVERAGE ERROR IN DEGREES 22.33187 ERROR IN R .20E+00<br />
NO STRESS VALUES USED AND PRINCIPAL AXES<br />
SIGMA(l)= .65053 TREND 253.9 (ERR 17.3) PLUNGE 4.8 (ERR 2.51<br />
SIGMA(2)= -.30105 TREND 163.9 (ERR 17.0) PLUNGE .9 (ERR 30.2)<br />
SIGMA(3)= -.34947 TREND 63.1 (ERR 30.9) PLUNGE 85.1 (ERR 4.3)<br />
STRESS RATIO R = .05<br />
GAMME NBRE INDICE DES VALEURS DANS CETTE GAMME<br />
1 .0 .1 11 102 40 52 25 12 33 3 86 63 44 92<br />
2 .1 .2 21 89 35 34 55 80 22 41 97 48 5<br />
3 .2 .3 32 79 24 81 32 62 13 51 58 98 82 17<br />
4 .3 .4 37 26 101 87 7 93<br />
5 .4 .5 45 6 45 19 88 85 21 90 18<br />
6 .5 .6 55 23 47 96 53 57 49 16 83 75 14<br />
7 .6 .7 60 1 10 4 2 39<br />
8 .7 .8 63 91 11 70<br />
9 .8 .9 64 42<br />
10 .9 1.0 66 78 74<br />
11 1.0 1.2 69 72 38 73<br />
12 1.2 1.4 71 15 54<br />
13 1.4 1.6 72 56<br />
14 1.6 1.8 72<br />
15 1.8 2.0 74 20 100<br />
16 2.0 2.2 76 105 77<br />
17 2.2 2.4 78 61 99<br />
18 2.4 2.6 82 76 9 37 103<br />
19 2.6 2.8 85 28 95 27<br />
20 2.8 3.0 95 71 104 43 59 36 69 29 60 30 66<br />
21 3.0 3.2 106 50 68 31 46 64 65 94 8 84 106 67
SCHMIDT NET OF NEAREST EXACT SOLN<br />
•• 2<br />
.2<br />
.. . 22 .<br />
.. • 2<br />
2<br />
.. 2 ....<br />
5<br />
. . 1 1. .<br />
1.<br />
.1 1<br />
1 111<br />
11 1 1<br />
33<br />
33 3<br />
---33<br />
3"'3<br />
3<br />
1<br />
1<br />
.11 333<br />
.. 1<br />
+1 1<br />
.+++111<br />
.+11 1<br />
. . 11<br />
.. 1<br />
1 1<br />
1 1<br />
11 1<br />
2.<br />
2.<br />
22<br />
2 2 ..<br />
2 .222222<br />
..... 2 22 2 2 .... 2 .<br />
..•.. 2.22 .•.•..
Appendix 2c<br />
Tawallah Range: Basal Tawal1ah Group: NW-SE Compression<br />
72 80 E 80 E N 1 112 34 W 20 W S 12 151 38 E 0 E 0 23<br />
5 25 W 90 N R 2 103 62 E 7 E 0 13 116 75 E 0 E 0 24<br />
22 68 E 80 E N 3 127 89 E 0 E 0 14 128 57 w 0 E 0 25<br />
156 48 W 55 W R 4 72 86 E 5 W 0 15 129 64 E 7 E 0 26<br />
22 85 W 5 E S 5 88 47 E 20 W 0 16 137 73 E 0 E 0 27<br />
36 72 E 0 E S 6 75 84 E 15 W 0 17 72 73 E 7 E 0 28<br />
103 72 S 5 E S 7 101 67 W 5 W 0 18 130 72 E 0 E D 29<br />
128 89 E 0 E S 8 78 82 W 10 W 0 19 129 81 E 0 E D 30<br />
125 89 W 0 E S 9 84 68 W 5 W .D 20 135 82 S 5 E D 31<br />
131 69 W 0 E S 10 125 77 E 0 E D 21 144 25 E 0 E 0 32<br />
15 43 W 0 E S 11 94 37 E 0 E D 22<br />
MINIMISATION PERCENT 45 SELECTED PARAMETERS, SIGMA 1 TRE=300 PLUN=15 LEAST<br />
SQUARE REGRESSION OF THE 14CLOSEST STRIATIONS<br />
AVERAGE ERROR IN DEGREES 14.86136 ERROR IN R .19E+00<br />
NO STRESS VALUES USED AND PRINCIPAL AXES<br />
SIGMA(l)= .39044 TREND 302.9 (ERR 8.8) PLUNGE 9.5 (ERR 23.2)<br />
SIGMA(2)= .21912 TREND 127.5 (ERR 19.9) PLUNGE BO.5 (ERR 23.2)<br />
SIGMA(3)= -.60956 TREND 33.0 (ERR B.9) PLUNGE .7 (ERR 1.9)<br />
STRESS RATIO R = .83<br />
GAMME NBRE INDICE DES VALEURS DANS CETTE GAMME<br />
1 .0 .1 5 20 28 15 19 9<br />
2 .1 .2 8 5 22 11<br />
3 .2 .3 10 17 18<br />
4 .3 .4 13 8 16 13<br />
5 .4 .5 14 31<br />
6 .5 .6 14<br />
7 .6 .7 14<br />
8 .7 .8 14<br />
9 .8 .9 14<br />
10 .9 1.0 14<br />
11 1.0 1.2 16 24 10<br />
12 1.2 1.4 16<br />
13 1.4 1.6 17 3<br />
14 1.6 1.8 22 1 4 25 26 21<br />
15 1.8 2.0 23 2<br />
16 2.0 2.2 25 29 32<br />
17 2.2 2.4 29 30 12 23 27<br />
18 2.4 2.6 30 7<br />
19 2.6 2.B 32 6 14<br />
SCHMIDT NET OF NEAREST EXACT SOLN<br />
1<br />
.1 +<br />
+++ 1 1<br />
+ 1<br />
.. 3<br />
1<br />
3 ..<br />
. 3.<br />
2<br />
2 2<br />
'2<br />
2 2<br />
2<br />
---3<br />
1<br />
3<br />
1.
Tawal1ah Range: Basal Tawa11ah Group: NE-SW Compression(l)<br />
158 33 E 90 E R 1 105 82 W 7 W S 64<br />
121 25 E 80 W R 2 45 78 W 0 E S 65<br />
149 42 W 90 E R 3 95 86 N 5 E S 66<br />
72 80 E 80 E N 4 61 84 W 30 E S 67<br />
5 25 W 90 N R 5 66 69 W 20 E S 68<br />
22 68 E 80 E N 6 48 89 E 5 E S 69<br />
142 83 W 90 E R 7 43 72 E 5 W S 70<br />
122 30 W 90 E R 8 44 66 E 0 E S 71<br />
140 17 W 90 E R 9 74 76 W 0 E S 72<br />
156 48 w 55 W R 10 50 71 E 10 E S 73<br />
138 48 W 70 E R 11 112 34 W 20 W S 74<br />
162 50 W 60 E R 12 0 89 W 0 N D 75<br />
145 55 W 65 E R 13 73 62 E 7 E D 76<br />
147 58 W 60 E R 14 127 89 E 0 E D 77<br />
134 34 W 90 E R 15 42 86 E 5 W D 78<br />
144 72 W 80 E R 16 58 47 E 20 W D 79<br />
144 53 W 90 E R 17 45 84 E 15 W D 80<br />
140 49 W 70 E R 18 71 67 W 5 W D 81<br />
128 22 w 70 E R 19 7 75 E 0 S D 82<br />
122 33 W 80 W R 20 48 82 w 10 W D 83<br />
145 50 W 75 E R 21 54 68 W 5 W D 84<br />
129 56 W 70 E R 22 125 77 E 0 E D 85<br />
141 46 W 90 E R 23 64 37 E 0 E D 86<br />
142 36 W 85 W R 24 20 59 W 10 W D 87<br />
145 38 W 90 E R 25 151 38 E 0 E D 88<br />
134 43 W 80 W R 26 116 75 E 0 E D 89<br />
138 46 W 70 E R 27 148 74 E 5 W D 90<br />
143 55 W 80 W R 28 128 57 W 0 E D 91<br />
125 80 W 90 E R 29 14 76 E 5 W D 92<br />
149 29 W 70 W R 30 129 64 E 7 E D 93<br />
129 32 W 75 W R 31 145 74 E 5 W D 94<br />
22 85 W 5 E S 32 151 67 E 10 W D 95<br />
36 72 E 0 E S 33 22 77 E 0 E D 96<br />
42 63 E 10 E S 34 153 74 E 5 W D 97<br />
74 89 E 20 W S 35 137 73 E 0 E D 98<br />
111 78 E 5 E S 36 146 87 E 0 E D 99<br />
73 89 E 7 W S 37 142 84 E 5 W D 100<br />
105 84 S 40 W S 38 144 83 E 5 E D 101<br />
111 75 W 10 W S 39 139 80 E 5 E D 102<br />
114 89 E 5 W S 40 14 58 E 7 S D 103<br />
103 72 S 5 E S 41 33 72 E 10 W D 104<br />
95 75 S 7 W S 42 42 73 E 7 E D 105<br />
101 86 S 0 E S 43 174 70 E 25 W D 106<br />
91 71 S 15 W S 44 31 41 W 5 E D 107<br />
128 89 E 0 E S 45 14 89 E 10 W D 108<br />
66 88 E 5 W S 46 175 76 E 7 W D 109<br />
55 89 E 0 E S 47 18 74 E 5 W D 110<br />
110 89 E 30 W S 48 19 65 E 5 W D 111<br />
46 74 E 0 E S 49 146 82 E 15 E D 112<br />
75 84 E 5 W S 50 166 77 E 5 W D 113<br />
121 89 W 50 W S 51 175 68 E 0 E D 114<br />
125 89 W 0 E S 52 130 72 E 0 E D 115<br />
48 68 E 5 W S 53 129 81 E 0 E D 116<br />
72 73 E 5 W S 54 105 82 S 5 E D 117<br />
81 72 E 0 E S 55 150 80 E 0 E D 11B<br />
80 63 E 15 W S 56 144 25 E 0 E D 119<br />
73 62 E 7 W S 57 165 89 E 5 E D 120<br />
131 69 W 0 E S 58 153 76 E 0 E D 121<br />
78 45 E 5 W S 59 7 73 E 0 E D 122<br />
74 78 E 15 W S 60 23 77 E 5 E D 123<br />
42 64 E 7 E S 61 8 73 E 5 S D 124<br />
87 76 S 7 E S 62 22 73 E 0 E D 125<br />
15 43 W 0 E S 63 23 75 W 45 W D 126<br />
MINIMISATION PERCENT 75 SELECTED PARAMETERS, SIGMA 1 TRE=215 PLUN= 5 LEAST<br />
SQUARE REGRESSION OF THE 94 CLOSEST STRIATIONS<br />
AVERAGE ERROR IN DEGREES 16.99675 ERROR IN R .75E-01<br />
NO STRESS VALUES USED AND PRINCIPAL AXES STRESS RATIO R = .,00<br />
SIGMA(l)= .66605 TREND 218.6 (ERR 8.41 PLUNGE 6.3 (ERR ?)<br />
SIGMA(2)= -.33210 TREND 356.9 (ERR ?) PLUNGE 81.6 (ERR ?)<br />
SIGMA(3)= -.33395 TREND 128.0 (ERR ?) PLUNGE 5.6 (ERR ?)<br />
GAMME NBRE INDICE DES VALEURS DANS CETTE GAMME<br />
1 .0 .1 26 107 60 13 37 70 125 113 82 14 72 109 20 96 46 122 34 108<br />
61 53 120 110 92 18 65 87 104<br />
2 .1 .2 44 51 15 101 47 71 21 50 100 8 111 11 49 124 123 27 118 75<br />
66<br />
3 .2 .3 67 99 69 36 9 12 35 114 29 54 38 56 48 106 97 103 121 40<br />
31 44 23 68 57 26<br />
4 .3 .4 77 2 25 22 112 73 90 24 43 19 17<br />
5 .4 .5 85 55 42 16 64 102 95 94 3<br />
6 .5 .6 89 59 62 28 67<br />
7 .6 .7 92 126 1 39<br />
8 .7 .8 94 30 7<br />
9 .8 .9 97 41 98 74<br />
10 .9 1.0 98 5<br />
11 1.0 1.2 100 88 52<br />
12 1.2 1.4 102 10 119<br />
13 1.4 1.6 106 116 115 45 91<br />
14 1.6 1.8 110 4 58 93 6<br />
15 1.8 2.0 111 77<br />
16 2.0 2.2 112 85<br />
17 2.2 2.4 112<br />
18 2.4 2.6 114 117 89<br />
19 2.6 2.8 117 76 86 63<br />
20 2.8 3.0 121 32 105 81 80<br />
21 3.0 3.2 126 33 83 84 79 78
SCHMIDT NET OF NEAREST EXACT SOLN<br />
.2.....<br />
2 .. 1<br />
2 1 1.<br />
11.<br />
2 1<br />
.3 1 1<br />
.. 333 1..<br />
33 2<br />
333 2<br />
.. 2 2 33 2 1.<br />
33<br />
333 2<br />
3 2 2<br />
33 3 2<br />
3 2 2.22 2<br />
322 ... 2 2 2<br />
2 2.22 2<br />
2 22 2*22<br />
222 33<br />
2<br />
2 2 33 22<br />
.. 2 332<br />
2 2 32 2<br />
2 1 3 3<br />
2 33<br />
2 33<br />
1 1 33<br />
11 2 33 <br />
11 1 2 ---.2<br />
11 -3.<br />
11+ 1 2<br />
.. +++1111 2 2<br />
11+11<br />
.. 112 2 2<br />
11<br />
1<br />
Tawal1ah Range: Basal Tawal1ah Group: NE-SW Compression(2)<br />
72 80 E 80 E N 1 125 77 E 0 E D 10<br />
5 25 W 90 N R 2 151 38 E 0 E D 11<br />
22 68 E 80 E N 3 116 75 E 0 E D 12<br />
156 48 W 55 W R 4 128 57 W 0 E D 13<br />
36 72 E 0 E S 5 129 64 E 7 E D 14<br />
103 72 S 5 E S 6 137 73 E 0 E D 15<br />
131 69 W 0 E S 7 130 72 E 0 E D 16<br />
112 34 W 20 W S 8 129 81 E 0 E D 17<br />
127 89 E 0 E D 9 144 25 E 0 E D 18<br />
MINIMISATION PERCENT 80 SELECTED PARAMETERS, SIGMA 1 TRE=200 PLUN= 5<br />
LEAST SQUARE REGRESSION OF THE 14CLOSEST STRIATIONS<br />
AVERAGE ERROR IN DEGREES 14.52969 ERROR IN R .15E+00<br />
NO STRESS VALUES USED AND PRINCIPAL AXES<br />
SIGMA(1)= .36538 TREND 192.9 (ERR 20.11 PLUNGE 29.5 (ERR 46.21<br />
SIGMA(2)= .26924 TREND 44.4 (ERR 34.4) PLUNGE 56.5 (ERR 47.0)<br />
SIGMA(J) = -.63462 TREND 291.4 (ERR 5.6) PLUNGE 14.6 (ERR 11.2)<br />
STRESS RATIO R = .90<br />
GAMME NBRE INDICE DES VALEURS DANS CETTE GAMME<br />
1 .0 .1 7 13 12 15 16 10 9 17<br />
2 .1 .2 11 3 5 a 14<br />
3 .2 .3 11<br />
4 .3 .4 13 18 11<br />
5 .4 .5 13<br />
6 .5 .6 14 6<br />
7 .6 .7 14<br />
8 .7 .8 14<br />
9 .8 .9 14<br />
10 .9 1.0 14<br />
11 1.0 1.2 14<br />
12 1.2 1.4 14<br />
13 1.4 1.6 14<br />
14 1.6 1.8 15 1<br />
15 1.8 2.0 15<br />
16 2.0 2.2 15<br />
17 2.2 2.4 15<br />
18 2.4 2.6 15<br />
19 2.6 2.8 15<br />
20 2.8 3.0 17 4 7<br />
21 3.0 3.2 18 2
E<br />
E<br />
z E<br />
zz<br />
+<br />
+++<br />
"[+<br />
•
Tawallah Range: Wununmantyala S<strong>and</strong>stone/Masterton S<strong>and</strong>stone: NW-SE Compression<br />
61 84 E 80 W N 1 91 71 E 3 E D 19 12 84 W 5 W S 37<br />
158 75 E 80 E R 2 84 81 E 10 W D 20 130 80 W 10 E S 38<br />
39 60 E 80 E R 3 75 85 E 7 E D 21 127 75 W 5 E S 39<br />
90 72 S 55 E R 4 3 10 W 0 N D 22 135 22 W 10 W S 40<br />
43 69 E 70 W R 5 77 67 E 7 E D 23 95 72 S 5 E S 41<br />
50 53 E 80 E N 6 82 79 W 7 W D 24 178 74 E 0 E S 42<br />
43 55 W 50 E N 7 85 55 W 20 W D 25 15 65 W 65 W R 43<br />
40 61 E 70 E R 8 124 66 E 5 E D 26 104 67 E 5 E D 44<br />
25 78 E 89 E N 9 80 77 E 5 E D 27 115 35 W 0 E D 45<br />
176 77 E 89 N N 10 90 81 N 10 E D 28 75 89 E 5 W D 46<br />
20 65 E 45 E N 11 134 77 E 5 W S 29 69 80 W 0 E D 47<br />
146 80 E 60 W R 12 152 74 W 5 W S 30 65 76 E 5 W D 48<br />
165 89 E 89 E N 13 145 76 W 17 E S 31 116 43 S 5 W D 49<br />
175 18 E 89 E R 14 0 67 E 45 N S 32 81 62 W 0 E D 50<br />
58 87 W 15 E D 15 5 83 W 3 S S 33 15 79 E 50 E D 51<br />
114 75 W 45 W D 16 178 89 w 0 E S 34 133 71 W 0 E S 52<br />
86 89 W 5 W D 17 177 89 E 10 N S 35 4 74 E 0 E S 53<br />
80 86 W 11 W D 18 144 89 W 7 E S 36 167 89 E 10 E S 54<br />
19 89 W 10 W S 55<br />
MINIMISATION PERCENT 67 SELECTED PARAMETERS, SIGMA 1 TRE=120 PLUN= 8<br />
LEAST SQUARE REGRESSION OF THE 36 CLOSEST STRIATIONS<br />
AVERAGE ERROR IN DEGREES 19.56421 ERROR IN R .42E+00<br />
NO STRESS VALUES USED AND PRINCIPAL AXES STRESS RATIO R = .37<br />
SIGMA(1)= .54223 TREND 123.2 (ERR 12.1) PLUNGE 1.0 (ERR 2.5)<br />
SIGMA(2)= -.08445 TREND 14.2 (ERR 9.9) PLUNGE 78.2 (ERR 31. 2)<br />
SIGMA(3)= -.45777 TREND 219.4 (ERR 12.6) PLUNGE 11.7 (ERR 31.2)<br />
GAMME NBRE INDICE DES VALEURS DANS CETTE GAMME<br />
1 .0 .1 11 17 19 36 55 21 54 27 18 24 34 46<br />
2 .1 .2 17 30 38 31 29 44 40<br />
3 .2 .3 20 20 33 23<br />
4 .3 .4 27 49 35 47 28 52 39 50<br />
5 .4 .5 31 37 42 25 15<br />
6 .5 .6 34 8 48 43<br />
7 .6 .7 36 53 3<br />
8 .7 .8 36<br />
9 .8 .9 36<br />
10 .9 1.0 36<br />
11 1.0 1.2 38 14 2<br />
12 1.2 1.4 43 51 16 1 4 32<br />
13 1.4 1.6 46 22 7 5<br />
14 1.6 1.8 47 13<br />
15 1.8 2.0 50 10 12 45<br />
16 2.0 2.2 50<br />
17 2.2 2.4 52 6 11<br />
18 2.4 2.6 53 41<br />
19 2.6 2.8 54 9<br />
20 2.8 3.0 55 26<br />
SCHMIDT NET OF NEAREST EXACT SOLN<br />
. 111<br />
.. 11<br />
111<br />
1<br />
1 1<br />
1 1<br />
2<br />
2<br />
2 .2<br />
2...22 2<br />
2 2.22<br />
222<br />
'22<br />
2<br />
11<br />
11+<br />
3 1+++<br />
3 1 .+<br />
33 1 ..<br />
.. 3 33- 3 3<br />
.33 --- 3 3<br />
.. 3-3 3<br />
3<br />
... 3<br />
3<br />
3<br />
1<br />
1
Tawa11ah Range: wununmantya1a S<strong>and</strong>stone/Masterton S<strong>and</strong>stone: NE-SW Compression<br />
61 84 E 80 W N 1 24 84 W 45 W S 62<br />
136 41 W 89 E R 2 5 83 W 3 S S 63<br />
158 75 E 80 E R 3 178 89 W 0 E S 64<br />
116 56 E 80 E R 4 177 89 E 10 N S 65<br />
39 60 E 80 E R 5 51 73 E 5 E S 66<br />
118 74 W 65 E R 6 49 64 E 10 W S 67<br />
90 72 S 55 E R 7 144 89 W 7 E S 68<br />
43 69 E 70 W R 8 44 73 E 5 E S 69<br />
50 53 E 80 E N 9 81 74 W 5 E S 70<br />
43 55 W 50 E N 10 64 87 W 3 E S 71<br />
40 61 E 70 E R 11 12 84 W 5 W S 72<br />
25 78 E 89 E N 12 31 84 W 0 E S 73<br />
176 77 E 89 N N 13 130 80 W 10 E S 74<br />
20 65 E 45 E N 14 27 86 E 5 W S 75<br />
136 27 W 89 E R 15 80 89 E 0 E S 76<br />
146 80 E 60 W R 16 80 89 E 0 E S 77<br />
154 23 E 89 E R 17 40 90 W 7 W S 78<br />
120 21 E 89 E R 18 62 83 E 5 E S 79<br />
135 22 W 65 E R 19 42 70 W 0 E S 80<br />
124 25 W 89 E R 20 127 75 W 5 E S 81<br />
136 52 E 80 W R 21 65 81 E 22 W S 82<br />
165 89 E 89 E N 22 66 85 W 5 W s 83<br />
131 44 W 89 E R 23 52 76 E 10 E S 84<br />
175 18 E 89 E R 24 55 68 E 5 E s 85<br />
20 77 W 15 W D 25 27 68 E 11 W S 86<br />
28 87 W 15 E D 26 55 65 W 0 E S 87<br />
114 75 W 45 W D 27 135 22 W 10 W s 88<br />
56 89 W 5 W D 28 95 72 S 5 E S 89<br />
50 86 W 11 W D 29 30 78 E 10 W S 90<br />
170 88 W 0 E D 30 60 89 W 10 W S 91<br />
61 71 E 3 E D 31 178 74 E 0 E S 92<br />
164 89 E 10 E D 32 81 82 E 5 W S 93<br />
54 81 E 10 W D 33 45 26 E 5 E s 94<br />
150 76 E 0 E D 34 15 65 W 65 W R 95<br />
177 76 E 5 S D 35 74 67 E 5 E D 96<br />
167 81 W 5 E D 36 14 89 E 0 E D 97<br />
152 79 E 0 E D 37 6 89 E 10 N D 98<br />
35 85 E 7 E D 38 15 64 E 5 E D 99<br />
3 10 W 0 N D 39 115 35 W 0 E D 100<br />
149 89 W 8 W D 40 35 89 E 5 W D 101<br />
145 89 W 0 E D 41 27 61 E 30 E D 102<br />
47 67 E 7 E D 42 39 80 W 0 E D 103<br />
141 68 W 0 E D 43 35 76 E 5 W D 104<br />
52 79 W 7 W D 44 131 82 W 0 E D 105<br />
35 55 W 20 W D 45 173 64 W 5 E D 106<br />
160 89 E 15 E D 46 86 43 S 5 W D 107<br />
i24 66 E 5 E D 47 51 62 W 0 E D 108<br />
50 77 E 5 E D 48 21 64 E 5 E D 109<br />
133 74 E 5 E D 49 15 79 E 50 E D 110<br />
60 81 W 10 E D 50 171 87 W 0 E D 111<br />
165 67 W 7 E D 51 25 67 E 10 E D 112<br />
132 76 E 0 E D 52 42 85 W 5 W S 113<br />
127 81 E 0 E D 53 27 64 E 45 W S 114<br />
95 78 S 10 W S 54 28 76 W 0 E S 115<br />
134 77 E 5 W S 55 133 71 W 0 E S 116<br />
30 89 W 5 W S 56 45 57 W 5 E S 117<br />
49 64 E 19 E S 57 51 73 W 7 E S 118<br />
152 74 W 5 W S 58 68 71 E 0 E S 119<br />
145 76 W 17 E S 59 4 74 E 0 E S 120<br />
38 49 E 7 E S 60 167 89 E 10 E S 121<br />
0 67 E 45 N S 61 19 89 W 10 W S 122<br />
MINIMISATION PERCENT 55 SELECTED PARAMETERS, SIGMA 1 TRE=200 PLUN= B LEAST<br />
SQUARE REGRESSION OF THE 67 CLOSEST STRIATIONS<br />
AVERAGE ERROR IN DEGREES 17.56022 ERROR IN R .12E+00<br />
NO STRESS VALUES USED AND PRINCIPAL AXES<br />
SIGMA(l)= .66192 TREND 204.2 (ERR 2.9) PLUNGE 5.1 (ERR 4.6)<br />
SIGMA(2)= -.32384 TREND 105.6 (ERR 23.4) PLUNGE 59.0 (ERR 50.0)<br />
SIGMA(3)= -.33808 TREND 297.2 (ERR 7.1) PLUNGE 30.5 (ERR 50.2)<br />
STRESS RATIO R = .01<br />
GAMME NBRE INDICE DES VALEURS DANS CETTE GAMME<br />
1 .0 .1 15 113 80 78 90 102 117 83 97 56 .91 19 86 32 118 99<br />
2 .1 .2 38 37 67 30 35 36 111 109 73 82 71 62 75 87 18 20 115 70<br />
46 112 34 76 77 41<br />
3 .2 .3 48 98 106 4 6 51 93 53 69 25 79<br />
4 .3 .4 55 40 60 66 23 94 15 85<br />
5 .4 .5 61 84 119 2 52 114 21<br />
6 .5 .6 63 54 49<br />
7 .6 .7 65 57 105<br />
8 .7 .8 67 43 17<br />
9 .8 .9 67<br />
10 .9 1.0 70 110 16 89<br />
11 1.0 1.2 74 8 95 24 47<br />
12 1.2 1.4 74<br />
13 1.4 1.6 79 7 22 5 100 3<br />
14 1.6 1.8 83 13 11 9 88<br />
15 1.8 2.0 84 1<br />
16 2.0 2.2 84<br />
17 2.2 2.4 91 81 12 116 107 14 10 27<br />
18 2.4 2.6 94 61 96 74<br />
19 2.6 2.8 99 58 26 31 42 45<br />
20 2.8 3.0 107 48 55 38 65 59 39 50 122<br />
21 3.0 3.2 122 108 29 44 64 121 68 103 104 63 92 101 33 120 28 72
SCHMIDT NET OF NEAREST EXACT SOLN<br />
2<br />
1 1 Ill.<br />
1 1...<br />
1 11..<br />
2 11 1 ..<br />
1 1<br />
2 1..<br />
2 1<br />
•. 333<br />
3 33<br />
3--- 2<br />
-333 2<br />
3 2<br />
2 333<br />
333<br />
2<br />
3 22<br />
2 2 22 22*2 22 2 2 2<br />
2 22<br />
2 3<br />
33 22<br />
2<br />
2 3 3 2<br />
23<br />
2 2 2 3<br />
22 3 3<br />
2 2 3333.<br />
1 2<br />
.. 11<br />
111 +111 1<br />
.. 1 +++1<br />
.. +111<br />
2.
Appendix 3<br />
3a Fluid inclusion microthermometry data<br />
3b Fluid inclusion decrepitate microprobe analyses
Sample No. Fault type 8reccia type Incl. pop. UV ratio Te Tm-H20 Th NaCI eq.wt"1o Enthaply Chloride<br />
93-802-2 Tawallah Fault Fracture 10 -6.2 227.2 9.5 17385 1.8<br />
93-802-2 Tawallah Fault Fracture 5 -2.6 176.2 4.2 12883 0.75<br />
93-802-2 Tawallah Fault Fracture 5 -41.2 -6.3 175.8 9.6 13211 1.82<br />
93-802-2 Tawallah Fault Fracture 5 -8.2 338.8 11.9<br />
93-802-2 Tawallah Fault Fracture 10 252.7<br />
93-802-2 Tawallah Fault Fracture 10 -40.6 -2.1 226.4 3.4 17366 0.6<br />
93-802-2 Tawallah Fault Fracture 5 -36.8 234.2<br />
93-802-2 Tawallah Fault Fracture 5 -31.6 -7.6 144.2 11.2 10904 2.16<br />
93-802-2 Tawallah Fault Fracture 5 -37.5 -7.6 190.1 11.2 14383 2.16<br />
93-802-2 Tawallah Fault Fracture 5 -33.1 -7.6 151.7 11.2 11285 2.16<br />
93-802-2 Tawallah Fault Fracture 10 253.2<br />
93-802-2 Tawallah Fault Fracture 10 230.1<br />
93-802-3 Tawallah Fault Fracture 10 343.8<br />
93-802-3 Tawallah Fault Fracture 10 229.8<br />
93-802-3 Tawallah Fault Fracture 1 5 168.3<br />
93-802-3 Tawallah Fault Fracture 5 215.4<br />
93-802-3 Tawallah Fault Fracture 10 -5.4 323.1 8.4<br />
93-802-3 Tawallah Fault Fracture 10 -42.5 -5.3 321.1 8.2<br />
93-802-3 Tawallah Fault Fracture 5 234.4<br />
93-802-3 Tawallah Fault Fracture 5 195.4<br />
93-802-3 Tawallah Fault Fracture 10 194.2 -<br />
93-802-3 Tawallah Fault Fracture 5 -7.2 177.4 10.7 13411 2.05<br />
93-802-3 Tawallah Fault Fracture 10 -33.7 -3.7 321.4 I 5.9 .....<br />
93-802-3 Tawallah Fault Fracture 5 -38.6 -4.2 277.7 6.7 21642 1.23<br />
93-802-3 TawaJlah Fault Fracture 5 179.3<br />
93-802-3 Tawallah Fault Fracture 5 -4.3 239.2 6.8 21642 1.25<br />
93-802-3 Tawallah Fault Fracture 5 232.6<br />
93-802-4 Tawallah Fault Fracture 5 -38.2 -5.1 185.4 8 14025 1.49<br />
93-802-4 Tawallah Fault Fracture 10 244.2<br />
93-802-4 Tawallah Fault Fracture 5 -31.3 -5.6 _179.9 8.7 13632 1.63<br />
93-802-4 Tawallah Fault Fracture 10 185.8<br />
93-802-4 Tawallah Fault Fracture 5 180.2<br />
93-802-4 Tawallah Fault Fracture 5 -22.6 187.8<br />
93·802·4 Tawallah Fault Fracture 5 -25.2 -5 199.7 7.8 15216 1.45<br />
93-B02-4 Tawallah Fault Fracture U 10 -42.6 -11.2 15.2<br />
93-802-4 Tawallah Fault Fracture 5 -22.3 -9.6 157.3 13.5 11843 2.67<br />
93-802-4 Tawallah Fault Fracture 30 -28.3 -5.1 243.6 8 18918 1.49<br />
93-802-4 Tawallah Fault Fracture 50 -27.2 -5.3 249.2 8.2 19344 1.53<br />
93-802-5 Tawallah Fault Fracture 5 -38 -7.3 226.7 10.9 16778 2.09<br />
93-802-5 Tawallah Fault Fracture 5 -41.9 -5.2 232.4 8.1 17659 1.51<br />
93-802-5 Tawallah Fault Fracture 5 -37.6 182.9<br />
93-802-5 Tawallah Fault Fracture 5 -31.8 -2.8 176.6 4.5 13276 0.81<br />
93-802-5 Tawallah Fault Fracture 5 -29.8 235.8<br />
..._.<br />
93-802-5 Tawallah Fault Fracture 5 223.7<br />
93-802-5 Tawallah Fault Fracture 5 250<br />
93-803-1 Tawallah Fault Fracture 5 -42.3 -14.9 145.2 18.5 10779 3.88<br />
93-803-1 Tawallah Fault Fracture 5 -47.3 -14.7 132.8 18.4 9856 3.86<br />
93-803-1 Tawallah Fault Fracture 11 5 113<br />
93-803-1 Tawallah Fault Fracture 11 20 -28.7<br />
93-803-1 Tawallah Fault Fracture 11 5 -35.2 -2.7 138.6 4.4 10559 0.79<br />
93-803-1 Tawallah Fault Fracture I1 30 -37.3 -9.6 127.6 13.5 9570 2.67<br />
93-803-1 Tawallah Fault Fracture 1I 5 184.9<br />
93-803-1 Tawallah Fault Fracture 11 5 -12.2 179.9 16.2 13477 3.31<br />
93-803-1 Tawallah Fault Fracture 11 10 124.2<br />
93-803-1 TawaJlah Fault Fracture 11 10 133.9<br />
93-803-2 Tawallah Fault Fraclure n 5 -2.5 150.3 4.1 11329 0.73<br />
93-803-2 Tawallah Fault Fracture 11 5 145<br />
Appendix 3a Fluid inclusion microthermometry data (2)
Sample Ne. Fault type 8reccia typE Inc!. pop UV ratio Te Tm-H2C Th NaGI eq.wt° .Enthapl Chlorid<br />
93-814-3 NW-sin Open 5 145.9<br />
93-814-3 NW-sin Open 5 111.8<br />
93-814-3 NW-sin Open 5 -36.4 -1.9 123.6 3.1 8861 0.55<br />
93-814-3 NW-sin Open 5 -52.6 -1.3 2.1<br />
93-815-1 NNW-dex Fracture 5 231.3<br />
93-815-1 NNW-dex Fracture 10 -32.8 -9.2 109.3 13.1 8241 2.58<br />
93-815-1 NNW-dex Fracture 5 172.3<br />
93-815-1 NNW-dex Fracture 10 -38.9 -18.2 161.1 21.1 11847 4.58<br />
93-815-1 NNW-dex Fracture 40 186.7<br />
93-815-1 NNW-dex Fracture 30 -10.1 192.3 14.1 14542 2.81<br />
93-815-1 NNW-dex Fracture 30 -37.3 -16.2 132.6 19.6 9829 4.17<br />
93-815-1 NNW-dex Fracture 30 -42.5 -13.1 156.7 17 11576 3.5<br />
93-815-1 NNW-dex Fracture 10 142.7<br />
93-815-1 NNW-dex Fracture 10 202.6<br />
93-815-2 NNW-dex Fracture 10 127.7<br />
93-815-2 NNW-dex Fracture 10 -14.6 122.7 18.3 8109 3.83<br />
93-815-2 NNW-dex Fracture [ 50 92.3<br />
93-815-2 NNW-dex Fracture 11 5 -31 -14.5 167.2 18.2 12484 3.81<br />
93-815-2 NNW-dex Fracture 11 20 -28.3 -15.2 137.1 18.8 10230 3.96<br />
93-815-2 NNW-dex Fracture 20 -29.7 163.4 .•<br />
93-815-2 NNW-dex Fracture 20 133.7<br />
93-815-2 NNW-dex Fracture 20 125.6 - -<br />
93-815-2 NNW-dex Fracture 30 -36.9 -15.3 182.3 18.9 13621 3.99<br />
93-815-2 NNW-dex<br />
- 93-815-2 NNW-dex<br />
93-815-2 NNV\I-dex<br />
93-815-2 . NNW-dex<br />
Fracture<br />
Fracture<br />
Fracture<br />
Fracture<br />
5<br />
5<br />
30<br />
5<br />
-36.2 -15.6 270.6<br />
165.6<br />
123.3<br />
131.2<br />
19.1 20518 4.04<br />
-<br />
93-815-2 NNW-dex Fracture 10 -11.6 134.7 15.6 10100 3.16<br />
93-815-3 NNW-dex Fracture 5 -30.2 -1.4 295.9 2.3 22518 4.39<br />
93-815-3 NNW-dex Fracture 5 -28.1 -0.7 147.2 1.2 10922 3.6<br />
93-815-3 NNW-dex Fracture 5 128.2<br />
93-815-3 NNW-dex Fracture 5 186.5<br />
93-815-3 NNW-dex Fracture 5 205.3<br />
93-815-3 NNW-dex Fracture 5 167.4<br />
93-815-3 NNW-dex Fracture 10 167.2 .<br />
93-815-3 NNW-dex Fracture 5 -25.6 -5.1 151.2 8 11305 1.49<br />
93-815-3 NNW-dex Fracture 10 220.7<br />
93-815-3 NNW-dex Fracture 5 231.4<br />
93-816-1 NNW-dex Fracture 5 -39.6 129.6<br />
93-816-1 NNW-dex Fracture 5 113.5<br />
93-816-1 NNW-dex Fracture 5 166.8<br />
"-_.'"-<br />
93-816-1 NNW-dex Fracture 20 -48.6 -5.8 114.1 8.9 8640 1.67<br />
93-816-1 NNW-dex Fracture 30 -38.1 -8.1 119.2 11.8 9000 2.29<br />
93-816-1 NNW-dex Fracture 5 -35.6 -6.2 108.5 9.5 8053 1.8<br />
93-816-2 NNW-dex Fracture 5 175.9<br />
93-816-2 NNW-dex Fracture 5 177.1<br />
93-816-2 NNW-dex Fracture 5 127.3<br />
93-816-2 NNW-dex Fracture 10 154.9<br />
93-816-2 NNW-dex Fracture 5 143.6<br />
93-816-2 NNW-dex Fracture 60 -25.6 -12.3 114.5 16.2 8600 3.31<br />
93-816-2 NNW-dex Fracture JI 30 117.6 -<br />
93-816-2 NNW-dex Fracture 11 10 101.8<br />
93-816-2 NNW-dex Fracture 11 10 -31.6 -10.1 88.1 14.1<br />
93-816-2 NNW-dex Fracture 11 20 -32.6 0 128.6 0 9641 0<br />
93-816-2 NNW·dex Fracture 11 5 -20.7 -5.4 131.5 8.4 9778 1.57<br />
93-816-2 NNW-dex Fracture 11 5 -24.9 -13.2 107.1 17.1 7925 3.53<br />
93-816-2 NNW-dex Fracture 11 10 -28.6 -12.6 120.3 16.5 8946 3.38<br />
Appendix 3a Fluid inclusion microthermometry data (7)
Appendix 4<br />
Appendix 4a Structural geology <strong>of</strong> the study region<br />
Appendix 4b Structural geology <strong>of</strong> the Batten Range<br />
Appendix 4e Structural geology <strong>of</strong> the Scrutton Range<br />
Appendix 4d Structural geology <strong>of</strong> the Tawallah Range - Region 1<br />
Appendix 4e Structural geology <strong>of</strong> the Tawallah Range - Region 2<br />
Appendix 4f Structural geology <strong>of</strong> the Tawallah Range - Region 3