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00:19 | mm hmm. Okay, we're going go on and talk about our last |
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01:39 | , strike slip structures. Strike slip . So in in terms of different |
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01:55 | of structures, we're going to talk strike slip tectonics, both where we |
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01:59 | pure strike slip and where we have slip with an element of convergence or |
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02:05 | element of, of divergence. so a strike slip fault is any |
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02:19 | in which movement of the fault blocks primarily parallel to the strike of the |
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02:24 | in terms of stress is sigma, is horizontal inclined to 30 degrees, |
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02:31 | Sigma three is also a horizontal inclined 60° to the Fault. So this |
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02:37 | this is different than um normal reverse where one of the stresses was always |
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02:46 | to and perpendicular to the strike of fault. Now the sigma one sigma |
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02:51 | are both inclined to the falls, that false refer It's a general |
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02:58 | It can be any scale and we , we'll talk about both right lateral |
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03:04 | left lateral strike slip faults when the sense of displacement is to the right |
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03:11 | to the left. Wrench falls are scale. Deep rooted vertical regional crustal |
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03:18 | faults were transparent. Also referred to transparent falls, transform falls are the |
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03:26 | bounding strikes that falls that cut through entire length this year. Transfer faults |
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03:33 | informally used to refer to applique could connect and transfer slip between adjacent |
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03:39 | overlapping. Strike slip segments, tear accommodate differential displacement or a position of |
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03:48 | faults in full thrust structures or for matter in normal fault structures. So |
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03:55 | slip structures are additional structures besides faults echelon folds that form in response to |
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04:04 | strike slip faulting or sheer. So strikes that falls sigma one is |
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04:15 | Sigma three is horizontal. Sigod two vertical and the stresses sigma one sigma |
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04:25 | are inclined to the strike of the . In normal faults, The Sigma |
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04:32 | was always perpendicular to the fall With faults. Sigma three was also perpendicular |
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04:40 | the strike of the faults. Now Sigma three and Sigma one are inclined |
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04:44 | the strike of the faults. left, lateral and right lateral, |
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04:53 | , lateral or sinister or strike slip is one where when you stand on |
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04:59 | side of the falls and look across . The block across the fault is |
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05:04 | to the left and it's also called role. Right lateral or dextrose |
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05:10 | That falls are ones where the adjacent has moved to the right, the |
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05:17 | shear is to the right. Mhm. Okay, earthquake focal plane |
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05:27 | or beach balls. They identify the of earthquake from the first motions that |
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05:35 | recorded on seismometers, their lower hemisphere of The pressure quadrants, CP or |
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05:45 | one In the tensile quadrants, the . or Sigma three. The first |
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05:51 | at a sizing station, The nodal divide the hemisphere into four quadrants and |
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06:01 | nodal planes defined two possible orientations by sigma one always lies in the white |
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06:10 | quadrant in Sigma three always lies in black colored quarter. So you know |
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06:20 | plane solution like this sigma, one oriented here and you can have either |
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06:26 | right lateral strike slip fault or a lateral strike slip fault. These show |
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06:40 | mechanisms for different types of faults. types of earthquakes Here are the focal |
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06:47 | for a normal fault. Signal. would be vertical in the middle of |
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06:52 | white quadrant here and in cross section here these two nodal planes would represent |
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07:00 | normal falsehood disorientation and in this orientation sigma one being vertical with a thrust |
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07:09 | . The focal plane mechanism looks like with the black quadrant in the middle |
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07:14 | here these two nodal plans Would represent faults either in this orientation with a |
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07:22 | signal one For this orientation also with sigma, one with dr slip |
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07:29 | The topic will be interesting, mainly quadrants look like this, where the |
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07:34 | planes can define either right lateral strike faults or left lateral strike slip |
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07:42 | And in this, in the cross across this salt. So looking at |
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07:48 | cross section of disorientation, one of convention is that this symbol represents the |
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07:56 | of an arrowhead that's pointed towards This symbol represents the tale of an |
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08:01 | that's going away from you. So a right lateral strike slip fault like |
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08:07 | . The symbols would look like this indicate a right lateral strike slip fault |
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08:18 | of course um the the planes are always vertical and horizontal. So you |
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08:26 | these inclinations of the focal mechanism Here we again, we've got the |
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08:33 | that falls with vertical falls in this , disorientation or disorientation With the signal |
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08:41 | or P. axis bisecting the white here. With this solution, We |
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08:48 | the single one horizontal bisecting the white here acting on a plane that's dipping |
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08:55 | the southeast or a plane that's dipping to the southwest. And and that |
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09:04 | you this kind of block diagram where default is dipping steeply to the southeast |
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09:13 | fault. And that would be this fault with a reverse sense of displacement |
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09:19 | a decline normal fault. Um The quadrant is is in this orientation more |
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09:26 | less straight up and down, indicating , One is in this orientation with |
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09:31 | fault in even this orientation to be the northeast, or this orientation dipping |
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09:37 | the southwest. So this kind of plane mechanism with this red fall would |
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09:45 | this kind of red normal fall should of fall represented by the red line |
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09:51 | dipping in the Northeast with a two sense of displacement. And the important |
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10:02 | to remember here is that these are hemisphere projections. So when we're looking |
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10:06 | a focal playing solution like this, at a lower hemisphere projection where this |
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10:14 | plane represents this red plane in the hemisphere protection. Right? All |
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10:26 | The different types of scales of strike faults. Um The biggest scale are |
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10:32 | transform plate boundaries between spreading centers of plates. So these are um strike |
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10:40 | tectonic plate boundaries and Matthew they look this where you have a mid ocean |
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10:47 | spreading center here, mid ocean ridge center here. And in between this |
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10:53 | is moving to the left, this is moving to the right. And |
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10:57 | you have a left lateral sense of along this active transform fine once in |
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11:05 | act and transform is limited to um between the spreading centers. Once you |
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11:12 | beyond the spreading centers, a fracture that no longer has any active shear |
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11:18 | it. And some of the most well studied are off the west coast |
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11:26 | California Oregon. Mhm. Where you these transformed zones separating the juan de |
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11:35 | plate from the pacific plate here and only active between the spreading centers beyond |
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11:46 | spreading centers. You have a fracture but no actual strike slip displacement |
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11:57 | Okay, so these transform plate boundaries actual tectonic plates occur all over the |
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12:04 | , Who san Andreas is the most famous most well known when you get |
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12:11 | into Alaska, you get the Denali fault and the fairweather queen charlotte islands |
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12:20 | . You have several transform faults in caribbean. There are lots of micro |
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12:25 | in more detail in order shown here and in south America, the el |
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12:30 | transform fault and then multiple other transform all along the globe, wherever you |
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12:37 | different plates converging. Another well well well known one is the Alpine fault |
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12:45 | that goes through the middle of New . Sure, so here we've zoomed |
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12:58 | the san Andreas fault transform fault between pacific plate and the north american plate |
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13:04 | , pacific plate is moving towards the . Well the north american plate is |
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13:10 | towards the south relative to the pacific and it gives you this right lateral |
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13:15 | of displacement along the san Andreas fault you get down towards L. |
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13:21 | And san Diego. The SAn Andreas breaks up into several different displays with |
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13:26 | individual different names in New Zealand you the Alpine transform fault to the |
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13:35 | right lateral transform fault between the Australian here in the pacific plate here and |
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13:43 | again is a single transform fault for of its length and then it breaks |
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13:48 | into several different displays when you get the north end of, why don't |
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13:52 | stay on now? The SAn Andreas is subdivided into several different zones. |
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14:09 | have what are called locks segments shown the green here and the green here |
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14:17 | this parkfield section along here which is locked and then in between here you |
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14:28 | this cole lingus segment which is actually . So this is this segment is |
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14:35 | moving. Whereas these segments here and are block, they're not moving and |
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14:43 | thought that strain is just building up this segment in this segment and will |
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14:50 | fail when they give you a large of earthquake. It takes up all |
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14:55 | creeping strain that's occurring along this segment the fault. Okay, now we |
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15:06 | have transformer transfer faults between offsets and or normal falls. So for |
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15:14 | here in the Appalachians, we have thrust here and a thrust here and |
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15:20 | we have these strike slip falls bounding thrust sheet that transfers the displacement um |
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15:28 | this sheet out to the street. would be a lateral ramp where we |
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15:37 | a front ramp here, the front here, a flat stepping up to |
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15:41 | ramp to a flat here and then this lateral ramp, we would have |
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15:46 | right lateral sense of displacement along the fault between two segments of the thrust |
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15:56 | . Right, Tara Falls are a different. They accommodate differential displacement between |
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16:02 | adjacent structures. Oh, so here have a series of attacks reforms |
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16:08 | I have a second series of intact . There's greater shortening along here. |
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16:14 | along here and there's a strike slip in between called a tear fault that |
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16:20 | that differential displacement between this block and this block in the background. |
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16:31 | Okay, so identifying strike slip tectonics structure that movement. So we're looking |
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16:38 | surface displacements related to seismic events and focal mechanisms that define strike slip |
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16:47 | We can also define the sense of of the magnitude of the displacement by |
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16:55 | . D'amore phycor fizzy a graphic features of markers, separation of piercing points |
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17:02 | some linear feature intersects a strike slip . Okay, They are also identified |
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17:11 | horizontal switching sides on the fault surfaces . They can also be identified by |
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17:21 | faults with opposite sensitive separation. And space problems. And to the interpretations |
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17:28 | often indication of a strike slip Strike slip deformation. Okay, now |
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17:37 | get different types of strike slip We get restraining bends and releasing bends |
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17:43 | the faults converged where they diverge. we get transcripts of structures where there's |
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17:50 | an element of convergence along the strike fault that gives us a positive flower |
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17:56 | and negative flower structures. Worry however component to movement along the fault. |
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18:08 | these are examples of restraining and releasing . So here I've got a right |
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18:14 | strike slip fault. We're in this segment, it's moving to the |
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18:19 | This segment is to the left and there's a step over, you get |
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18:26 | pull apart basin or a structural low these two plates are actually pulling apart |
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18:33 | lee if you have right slip displacement and a less slip displacement here, |
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18:41 | between where there's this step over these blocks are going to converge and give |
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18:47 | reverse faults or structural highs or an or some kind of pop up structure |
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18:52 | these two different strikes, the blocks on each other. So these are |
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18:58 | releasing bands and these are called restraining . There's a block diagram showing an |
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19:08 | where I have a right lateral strike fault here is stepping over to the |
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19:13 | and creating a releasing ban where there's sense of extension between this block in |
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19:19 | block. In addition to the strike , hear that strike slip fault has |
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19:24 | restraining band where it steps over to left. And now I have a |
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19:29 | component of stress and strain across this of the fault that's going to give |
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19:35 | to reverse faults and folds and anna in this area, the strength look |
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19:46 | . So, here's a here's a model showing a right lateral restraint. |
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19:52 | here we're looking at the surface of model with increasing amounts of displacement. |
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19:58 | inset on the upper left shows a block diagram of the the deformation mechanism |
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20:05 | underlies the clay on here. So block moves to the right. This |
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20:11 | moves to the left in between the blocks converge and give you this restraining |
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20:18 | . So, here's what it looks with progressive deformation with a small amount |
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20:22 | displacement along here, The faults have broken through yet. And you have |
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20:28 | little bit of an uplift here in middle with increasing amounts of displacement from |
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20:33 | . The only way to here. the strike slip faults breakthrough cover rocks |
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20:39 | where you have this restrained band, get a large pop up structure shown |
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20:44 | the elevated concerts here. Right? example of that is the transverse ranges |
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20:56 | southern California. Down by the A. Basin, you're the san |
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21:01 | fault with the right lateral sense of goes through a a left bend that |
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21:10 | the strikes of displacement to add a of component along this area. And |
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21:17 | gives rise to the whole transverse ranges . Yeah, reverse faults like the |
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21:24 | Madre fault here. Right, so a series of focal mechanisms showing strikes |
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21:37 | tectonics, strikes of displacement and a restraining Bennett along through here. So |
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21:48 | the faults here here on the long fault here. The way your fault |
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21:56 | . The focal mechanisms indicate of strike tectonics when you get up here towards |
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22:03 | transverse ranges and the Northridge fault. , all the focal mechanisms educate thrust |
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22:11 | on these faults when you go offshore into the santa Barbara Island and the |
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22:17 | barbara falls up here. Get flip, display spending down. So |
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22:21 | we have. Mhm. This plate this way, this plate moving this |
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22:28 | a series of strike slip faults that that displacement and a series of reverse |
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22:34 | up here. Where do you have convergence of those two different places. |
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22:47 | , here's an example also from southern , the san Andreas fault, what's |
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22:52 | the Coyote Creek thought restraining bend. here the north american plate is moving |
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22:59 | the southeast, the pacific plate is to the northwest along here and |
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23:06 | I have relatively simple strikes, flip a right lateral sense of displacement here |
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23:12 | the false step over in this direction I have a restraining band with a |
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23:17 | high a lot of folds and inclines sink line pairs developed in that restraining |
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23:24 | as a result of the compression in northwest southeast direction. Here's an example |
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23:36 | a left lateral restraint than front, series of strikes that falls in Thailand |
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23:43 | , this major plate is moving to left. This major play is moving |
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23:48 | the right where the main fault make right step over here, I got |
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23:54 | series of reverse faults and duplexes formed the compression form between these two |
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24:01 | where they make this right lateral I should say not right lateral |
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24:08 | it's a left lateral fault with a step. So here's a clay model |
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24:18 | a restraining band with a left lateral of displacement. Again, we're looking |
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24:23 | the top of claim layer of clay here that's layered on top of this |
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24:30 | basement block. And now we have left sense of displacement on this block |
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24:36 | to this block here with a a in the middle here that's gonna cause |
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24:42 | between these two. And so these the results in the clay model. |
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24:48 | increasing amounts of displacement. You can one fault coming through here, a |
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24:55 | here and one fault coming through here increasing amounts of displacement. He did |
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25:01 | little below in here until ultimately you this very significant low represented by the |
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25:09 | colors here as these two blocks diverge this releasing Denmark. Okay, the |
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25:22 | sea is an example of a right releasing better here in in southern California |
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25:29 | to Mexico. North american plate is this way, pacific plate is moving |
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25:34 | way san Andreas fault comes up steps to the right and then continues |
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25:40 | here. And what makes that step , being pulled apart to create a |
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25:48 | low in this case, built in the salt and see surely we would |
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25:55 | gone normal faults developing and of course ground instructors development here, ultimately evolving |
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26:07 | this Salton sea continual low that fills the below in this releasing Ben. |
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26:17 | Dead sea is another example of a bend between the Arabian place here and |
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26:25 | mediterranean plate here left lateral sense of along the through going fault and where |
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26:33 | fault makes a left step here, get a topographic and structural low that |
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26:38 | the topographic expression or location from the sea and then along the fault adjacent |
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26:49 | the fault and you have all And inclines inclines peers representing an echelon |
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26:56 | formed in response to this left lateral of displacement. Ah in California, |
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27:11 | another example of a right lateral releasing here. The north american plate is |
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27:16 | to the southeast pacific plate is moving the northwest here and and here you |
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27:26 | mm hmm. Through going right lateral where the faults make this step over |
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27:32 | this segment to this segment, get topographic low that forms the location for |
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27:40 | a topographic wait here. The mesquite . Okay, here's another example of |
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27:53 | right lateral releasing band in this case the hope fault for the Alpine fault |
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27:59 | in New Zealand before comes along here a right lateral sensitive placement. This |
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28:08 | is moving to them right this plate moving to the left towards the southwest |
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28:14 | it makes a step over, you a whole series of normal faults in |
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28:19 | . Accommodating the extension between this block this way in this box going that |
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28:25 | and in addition to these normal you develop a topographic glow with a |
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28:30 | here in the middle. Okay, an example of a right lateral releasing |
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28:43 | from the san Jacinto fault in This this is inclined so north is |
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28:51 | this way. The north american plate moving this way to the southeast, |
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28:55 | pacific place moving this way to the , we have a through going right |
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29:01 | strike slip fault here and right lateral slip fault here where this steps over |
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29:07 | here, you get a series of faults allowing the extension. Accommodating the |
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29:14 | between this part. Moving this way this park. Moving down. |
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29:25 | okay, sure. We were looking a strained lips showing the orientation of |
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29:32 | different structures that we get with strike deformation. So the way the strain |
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29:37 | is oriented with the long axis. way it is giving me the right |
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29:43 | sense of displacement in Matthew. And yes, where the strain ellipse is |
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29:53 | in this way. In this way normal faults with disorientation. I'm inclined |
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29:59 | the since the overall sense of displacement the strike slip fault in this orientation |
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30:06 | have compression. I'll get fools and faults developing. And then within the |
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30:13 | , within the strain ellipse itself. will be two lines of no finite |
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30:21 | to separate the extension all quadrants from normal from the commercial boxers with progressive |
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30:37 | . That strain ellipse is going to shape and elongate. So we'll start |
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30:42 | with low strain with the increasing we get this much, much greater |
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30:49 | of limbs in the orientation of these is going to rotate with increasing |
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30:57 | So as I increase the strain from to here, these fold axes are |
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31:04 | to become more and more inclined, and more sub parallel to the sense |
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31:09 | strike slip displacement. The normal faults are going to become more and more |
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31:15 | orthogonal to the sense of strike slip , so with progressive deformation with increasing |
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31:23 | , the orientation of the pitfalls and falls, thrust and normal thoughts and |
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31:29 | will change as a function of the . So, here's an example of |
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31:39 | in a claimed model again. So looking down on the top of a |
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31:45 | model with a through going right lateral slip faults underlying the clay model here |
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31:53 | a small sense of with a small of displacement, we develop these strain |
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32:02 | , they're only slightly elongated, some growing falls here and here. And |
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32:10 | octagonal structure is developed in this orientation a national unfolds with increasing displacement, |
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32:17 | strain ellipse has become more deformed, distorted. Mhm. And a clinical |
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32:23 | are offset in the initial on Breakthrough here to form a through going |
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32:31 | segments with Lots of 2nd order extension bands and congressional bands. So here's |
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32:45 | analogous structure with a left lateral right . I'm looking down at the top |
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32:51 | a clay model again, with a of displacement increasing from here to here |
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32:57 | in this case it's a left lateral of displacement with small displacements, you |
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33:03 | slight offset of the circles to become ellipses with only a little bit of |
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33:08 | investigation and shortening with the increasing displacement vault breaks through to form multiple segments |
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33:17 | the overlying cover here and the string lips has become increasingly distorted. Well |
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33:24 | with the increasing displacement. Now, features that are associated with strikes, |
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33:34 | faulting are called Riedel shears. So here's the overall um impose strike slip |
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33:49 | with that left lateral fault. That I have a signal one inclined in |
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33:53 | orientation To the strikes of fall and to the strikes of fall and the |
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34:00 | three. And extension Extreme strain oriented 60° to the normal fault here. |
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34:08 | in response to these senses of compression extension, we can get other anesthetic |
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34:15 | synthetic shares. We can get synthetic oriented like this at an oblique angle |
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34:21 | the overall sheer. And we can these anti aesthetic sensitive displacement here. |
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34:28 | if you think of these as convenient both. These are confident false. |
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34:33 | ? With a real chair here in ant, what's called an anti Riedel |
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34:38 | here, this block moving in this , in response to the compression in |
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34:45 | direction and the extension in this So we get the selling regal shares |
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34:54 | our shares formed first at an acute to the main hall fault. Was |
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34:59 | synthetic sense of displacement. And then get these are crimes or anti Redl |
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35:07 | formed as conjugal to these regional shares increasing amounts of displacement. In in |
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35:15 | , we should get these P and . Prime shares as well, synthetic |
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35:21 | synthetic to the R. And Primes. But in um hmm real |
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35:28 | , we rarely see those. So often see these these read these Redl |
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35:35 | in this orientation. And in this we rarely actually see these P. |
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35:39 | P. Prime shares in this orientation disorientation. Here's an example from a |
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35:49 | model with the clay layer here, basement blocks or boards here with a |
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35:58 | lateral sense of displacement. In that in that overlying Clague model, we |
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36:06 | these synthetics years developed representing the Riedel . And then we get these antisemitic |
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36:14 | developed called the art crimes for the Riedel shears in three D. This |
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36:26 | what these Riedel shears look like. here's my my vision blocks here with |
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36:32 | overburden here by through going strike slip here that serves as the locus of |
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36:39 | overlying Riedel shears. In the overlying , we developed these Redl shares with |
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36:45 | sense of displacement, synthetic to the lateral sense of displacement in the |
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36:51 | which are in the shallow levels. are inclined to the overall census year |
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36:58 | you approach the underlying basement Here, rotate to become parallel to the underlying |
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37:05 | here. So you have this kind thing. Kill acquittal geometry of the |
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37:11 | shears. Okay, so here are of Riedel shears adjacent to the SAn |
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37:25 | fault in Southern California. So here's SAn Andreas fault with the right lateral |
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37:30 | of displacement. And then in board the SAn Andreas fault. You have |
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37:35 | these minor faults with synthetic senses of , right lateral senses of displacement. |
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37:42 | all these guys. So these guys represent Riedel shears sympathetic to the main |
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37:48 | Andreas fault going through here right we also get the initial on folds |
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38:00 | to strike slip faulting as that strain evolves get shortening in this direction, |
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38:08 | folds and thrust faults in this Yeah. Ah In plan view, |
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38:16 | looks like this. We're here. have a right lateral sense of displacement |
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38:21 | then I get these and echelon folds at an acute angle to this right |
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38:28 | sense of displacement analogous lee where I a left lateral sense of displacement. |
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38:36 | can get these in Ashkelon folds overlying underlying basement drop, basement form inclined |
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38:43 | about 30° to this overall sense of lateral displacement. So, and that's |
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38:52 | unfolds like this. Tell me there's right lateral fault underlying the shallow rocks |
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39:00 | . Here we are at the restaurant like this. It's telling me that |
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39:04 | have a left lateral fault in the underlying the deformed probably rocks here. |
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39:14 | , so here's an example of those clay models. Again, looking down |
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39:19 | two different cleared clay box models, basement underlying this. The basement blocks |
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39:28 | this have a right lateral sense of here. And you develop these in |
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39:33 | folds in the overlying cover rocks. model, but with an opposite sense |
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39:38 | displacement. Mm hmm. I'm No, it would have increased |
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39:44 | So increased sense of displacement from here here. Now we start to get |
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39:50 | Riedel shears breaking through the center and rocks offsetting the restaurant folds that formed |
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39:57 | the earlier low strain stages. Mm . So, so here we have |
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40:13 | example of right lateral sense of Here we have a left lateral sense |
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40:18 | displacement with this right lateral sense of in the through going basement block. |
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40:26 | , I get shortening in this orientation extension and elongation in this orientation parallel |
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40:33 | the long axis of the strain of . That gives me these initial unfolds |
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40:39 | normal faults forming in this orientation perpendicular the extension direction. With a left |
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40:47 | sense of displacement, the orientation of extension and shortening flipped 90 degrees. |
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40:53 | here with the left lateral sense of . This guy moving this way, |
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40:58 | one moving this way through going fault the basement. Here, I get |
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41:03 | overlying, an occasional falls form in to the shortening in this direction. |
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41:10 | I can also get normal faults forming this orientation in response to this elongation |
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41:17 | in this northwest southeast direction. okay, so here's an example of |
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41:29 | unfolds in the Pleistocene beds along the san Andreas fault. So here's the |
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41:35 | san. Andreas fault going through here then in the adjacent block here, |
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41:42 | gonna get all these initial unfolds developed response to the right lateral sense of |
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41:48 | along the SAn Andreas fault two. know, we can also get rotational |
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42:03 | domino style folk blocks developed within um to these faults and within some of |
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42:13 | stepovers last fall. So here we've the san Andreas fault moving this with |
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42:19 | north american plate moving this way and gave you a fault with the pacific |
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42:25 | moving this way and then in between two right lateral fault, we get |
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42:33 | empathetic um domino style rotational fault blocks with senses of left lateral displacement with |
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42:42 | displacement and increasing strain Between these two . These rotate in our in a |
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42:50 | sense of accommodating the extension and strain between these two overall falls. So |
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43:04 | are examples of um a positive flower and a negative flower structure. Positive |
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43:14 | structure evolves where you have what's called , where you have strike slip plus |
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43:21 | element of compression, negative flower developer, you have trans tension where |
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43:28 | have a component of strike slip displacement extension along the fall. So these |
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43:37 | positive flower structures are analogous to restraining in the system. These negative flower |
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43:44 | are analogous to releasing bends in the slip system. And here's the type |
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43:57 | of a positive flower structure. And was interpreted from seismic data and the |
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44:05 | . The they have their coma basin southern Southern Oklahoma. We have a |
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44:11 | box here that were interpreted to have right lateral sense of displacement here with |
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44:18 | pop up structure here, we now that this is a detachment structure overlying |
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44:25 | slip displacement along this system. oh, it's in fact a dip |
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44:32 | to tax reform rather than a positive structure. Nevertheless, this serves as |
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44:41 | as the model from what a positive structure should look like. He was |
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44:50 | seismic image of a negative flower This example comes from Indonesia, where |
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44:58 | have a strike slip system here with block moving towards me, this block |
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45:04 | away from me. So in we have a left lateral sense of |
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45:09 | where this comes up towards the shallow . It diverges and essentially forms a |
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45:14 | ban. The results in this negative structure for the sediments here are collapsing |
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45:20 | into the divergent, false in this . Here's another example of a negative |
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45:33 | structure from Indonesia. The We have strike slip strand here, this strike |
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45:42 | sand strand here. Oh, in case it's a it's a right lateral |
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45:47 | with this side moving towards me this moving away from me and as that |
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45:54 | increases these segments diverge and form a flower structure where the overlying sediments collapsed |
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46:01 | that zone of diverging strain diverging strike motion. Okay, so here's a |
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46:12 | diagram showing the conceptual model for mm hmm. Overall, we have |
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46:19 | right lateral sense of displacement with this ductile block in between. In addition |
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46:27 | the strikes of displacement, we impose compression and displacement across the, across |
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46:34 | block, resulting in compression strain in box. In addition to the strike |
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46:41 | displacement and that's going to result in or positive flower structure in this |
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46:52 | Um Here's a here's another example of positive flower structure, transgressive structure, |
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47:03 | lateral displacement. This spot moving this , this part moving this way. |
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47:08 | . With a component of shortening a across there, resulting in the material |
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47:14 | the middle being squeezed up to form international pop up folds In between the |
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47:20 | major strike slip box. Here's an of a positive flower structure um from |
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47:37 | this is from the Salton sea area southern California main going strikes of fault |
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47:45 | in here and in between. We all these displays with reverse senses of |
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47:55 | along here, causing the blocks here . Move up relative to the block |
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48:04 | here. And what's what's interesting about one is that along this sense of |
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48:12 | , we have reverse senses of displacement this sense of display and we have |
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48:18 | normal sensitive displacement. So we have very complex flower structure here, combining |
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48:25 | of shortening and extension within the same structure. Okay, and these examples |
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48:39 | from the mecca hills area in um southern California along the san Andreas fault |
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48:46 | . So, overall we have a lateral sense of displacement along the system |
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48:52 | these flower structures developing along this part the following. So here's an example |
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49:04 | how these things evolve here. We the uninformed state with the dash lines |
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49:12 | we're through going. Strike slip faults going to form initially with the transgressive |
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49:21 | . This block moved towards us. block moves away from us and the |
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49:25 | in the middle are forced upward by professional component across here, giving this |
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49:30 | of draped fold over the crest of structure with increasing displacement and deformation, |
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49:37 | faults breakthrough to give you the reverse of offset that we see in the |
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49:45 | the false here with with continued this block continues to move towards |
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49:53 | These faults evolve, propagating up shallower the section with increasing amounts of |
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50:00 | giving these overturned folds within the within overall flower structure. Okay, in |
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50:16 | block diagram shows that it's it's impossible do. It dip slip restoration of |
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50:24 | faults. So here's the deformed state strike slip faults bounding here and |
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50:32 | if we try to do a two dip slip, balanced, massive reconstruction |
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50:36 | this, these shell sediments are always than the thing is deeper in the |
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50:43 | here. The results of these boxes restore state being pulled apart, creating |
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50:49 | between the blocks here and along the here. So it's it's impossible did |
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50:56 | do to the restoration along strike slip like this and the conversely, the |
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51:08 | to balance this in a section can an indication of strike slip displacement rather |
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51:15 | a dip slip displacement. Alright, associated with strike slip systems and related |
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51:27 | traps. So here's your examples of echelon folds developing with increasing amounts of |
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51:36 | lateral strike slip displacement. Here. the early stages, I get the |
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51:41 | falls with real shears initially breaking through moral displacement with the increasing displacement. |
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51:51 | phones are tightened and offset and ultimately real shares link up to form a |
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51:59 | going fault here, offsetting the oh, the various santa clients informing |
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52:06 | the early stages. Mhm. And see that in the san Joaquin basin |
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52:18 | we have the san Andreas fault with right lateral sense of displacement here, |
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52:23 | an adjacent to the san Andreas We have all these antique lines inclined |
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52:28 | developed on here and along here that some of the, some of the |
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52:34 | oil fields within the southern san Joaquin . Here's an example from the inglewood |
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52:45 | fields in the L. A. . Main strike slip fault going through |
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52:51 | in an incline trending here, an to the fall. Initially, this |
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52:57 | in the early stages before it was through by default here and separates the |
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53:06 | field into various different components separated by these different strikes footfalls. Okay, |
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53:20 | here are examples of structures that may like positive flower structures where we have |
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53:28 | of thrust fault blocks. This type structure would be a dip slip structure |
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53:34 | resembles a positive flower structure here where have a triangle zone formed by detachment |
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53:41 | here with all the dip slip, faulting in here. That's going to |
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53:45 | us a structure that overall looks like positive little structure here. And um |
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53:54 | we have inverted structures along the faults as this, where you have initial |
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54:00 | , Listrik, normal faulting and growth here, then inverted by displacement. |
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54:06 | going to give you a structure on that looks very similar to a positive |
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54:11 | structure here. Okay, so now have examples of structures that superficially look |
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54:22 | negative flower structures. So here we an extension of fault zone with trade |
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54:29 | in normal faulting at the tips of through going normal falls, they're going |
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54:34 | give you a set of structures superficially to a negative flower structure here. |
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54:42 | , here, we have a holistic fault where the crystal collapsed and decline |
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54:46 | the top of it. It's going give you a structure that superficially looks |
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54:51 | a negative flower structure here right it's it's important to distinguish our current |
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55:07 | from real offset on the other So here, I've got a block |
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55:13 | of a normal fault with a dip census with a dip slip displacement along |
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55:20 | and here in the purple, I an inclined bed, It's offset by |
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55:25 | dip slip displacement. Now with the slip displacement one, the intersection of |
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55:32 | Purple bed with the normal fault, going to have this apparent sense of |
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55:39 | from here. If I look at plane down here, if I rode |
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55:44 | block down to this level, I fact have normal displacement along a normal |
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55:51 | here. The fall traits that the strikes here. The dip at the |
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55:58 | in the near surface is here but purple bed is going to give me |
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56:02 | apparent left lateral separation around the So when looking at horizontal separations like |
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56:11 | in Matthew, it's important to evaluate type of thought you're looking at. |
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56:16 | you really looking at a strike slip or are you looking at a normal |
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56:21 | fault? That would give you the sense of separation due to dip slip |
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56:26 | rather than strike slip deformation. Right. So considerations and interpreting strike |
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56:38 | structures. Strike slip structures can commonly confused with other types of structures before |
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56:47 | the orientations of secondary structures to infer slip, I'll make sure you |
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56:51 | the relative timing of the structures. for positive events for strikes that consists |
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56:59 | thickness and fishies, changes and fault That need to be confirmed in three |
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57:06 | And never interpret a flower structure on single two d. seismic section |
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57:17 | Okay, so here's a class exercise have in the handouts, We're looking |
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57:24 | 2019 rich crest earthquakes. The SAn formed by the SAn Andreas system going |
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57:31 | all through here and then we have series of strikes or have a series |
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57:37 | faults here in here with the senses offset defined by the focal mechanisms here |
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57:44 | here. Two. Given these focal , what is the sense of displacement |
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57:51 | the red fault? And what is sense of displacement on the blue |
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57:58 | Remember that in these focal mechanism beach Signal one intersects the white axis here |
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58:06 | here. And you can use that get the sense of displacement along these |
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58:10 | and blue falls. So go ahead look at those and when you're ready |
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58:21 | speak up and let me know what think. This is the displacement are |
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58:25 | these two faults. The red fort right lateral, right, the blue |
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62:36 | is left lateral. Yeah, Right. Good. Thank you |
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62:43 | Okay, so with this focal mechanism um the P access or the signal |
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62:50 | axis is oriented and disorientation and that's to give you a right lateral sense |
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62:55 | displacement along the red faults here. this nodal plane in the focal mechanism |
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63:02 | equals this set of red falls here the blue system here. The P |
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63:11 | or the signal one compression. All is going to bisect the white segment |
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63:17 | and give you a left lateral sense displacement along this nodal plane here representing |
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63:23 | left lateral displacement along this blue fault through here. Yeah, so very |
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63:30 | . Um comments your questions on Can you maybe explain it in a |
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63:39 | way? Because I don't really, can't picture really understand how to tell |
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63:45 | difference between the right and left True. Okay, so mm |
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64:00 | I used page H. So if go to page eight despite age, |
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64:09 | the way he's going away from you towards you and especially if you're in |
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64:15 | orient the beach ball towards the strike the fault. So you see it's |
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64:21 | of for the literature room. The is going towards the right along the |
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64:26 | on the floor and for the left , The Blue one is going towards |
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64:32 | left. So I use this to of see how the rotation was for |
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64:38 | fault. Yes. So here we're at the focal mechanisms for the |
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64:48 | The black is where we have the component with sigma three, the whitest |
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64:53 | we have the compression component or sigma and Sigma one in this orientation, |
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64:59 | give you a right lateral sense of along a fault in this orientation and |
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65:05 | left lateral sense of displacement. A of fault in this orientation. Ouch |
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65:14 | , that makes more sense to me . Okay, so coming back to |
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65:31 | exercise figure. Um the vocal mechanism here tells me that I've got to |
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65:39 | one oriented in this orientation parallel to era. And it could represent either |
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65:45 | left lateral strike slip fault here or right lateral strike slip fault here. |
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65:52 | right lateral strikes that thought parallels this on the ground. There's no fault |
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65:59 | this orientation. So this focal mechanism telling me that I have a right |
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66:04 | sense of displacement on the red faults analogous lee here with the blue |
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66:12 | The focal mechanism is telling me I of maximum compressive stress in this |
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66:19 | acting on a fault in this orientation in this orientation. If it's this |
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66:25 | , I have a left lateral sense strike slip. If it's this |
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66:29 | I have a right lateral sense of slip. Mhm. On the |
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66:33 | I only have one fault in this . And so the focal mechanism is |
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66:39 | me I have left lateral strike slip this blue fall down here on the |
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66:48 | . So would the on the blue ? Mm hmm. The way you |
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66:56 | at it is the left, is smaller one on the top. The |
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67:04 | is the smaller one on the So that one's on the left |
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67:08 | And then the longer blue line is right side. Um So the the |
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67:18 | blue line here is the is the fault and it's parallel to this nodal |
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|
67:27 | . And so the normal plain solution telling you that this has a left |
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67:32 | sense of displacement along it parallel to nodal plane. Okay, I think |
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67:39 | understand now. Okay. I'm not that answered your questions so mm |
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67:47 | Right. Let me know if you more questions. Mhm. Right. |
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67:55 | . I think it's Macd Ennis pointed . If you go back to those |
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67:59 | couple of slides with the different block , it will help clarify how |
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68:05 | how this comes together. The important is that the nodal solutions given the |
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68:14 | of the maximum compressive stress and then compare that stress to whatever falls you |
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|
68:22 | on the ground. And that gives gives you the sense of displacement along |
|
|
68:27 | faults. Okay, so let's let's on to this one. Here's a |
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68:42 | of an echelon fold overlying a through basement fall below the government's here. |
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68:49 | what is the sense of displacement of basement phone underlying these initial unfolds? |
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69:11 | looking at the orientation of the actual . This is a light. |
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69:19 | Yes, correct. It is a lateral system shoulder. Do you long |
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|
69:25 | of the full. It gives you long axis of the strain of |
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|
69:32 | And so with the strain ellipse oriented this orientation. Um That gives you |
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69:38 | right lateral sense of displacement on the the whole system and on the underlying |
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|
69:43 | block two. These are national on with this inclination or with this strike |
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|
69:52 | you a right lateral sense of How about here if you were looking |
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|
70:01 | a All right, the map of in Iraq, the red lines represent |
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70:08 | going strike slip faults thing. Green represent an octagonal structures oil bearing an |
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|
70:17 | structures across here show me what's given this inclination of the force to |
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|
70:26 | through going fault? What's the sense displacement on the through growing forward from |
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70:31 | underlying felt? So, if the , if this image is fluent in |
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73:33 | direction and the oil bearing structures are the northwest and we have shortening in |
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73:43 | southwest direction, I will say this the first natural. Yes, exactly |
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|
73:52 | . Yeah. Good. Um so system of initial unfolds is is exactly |
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|
74:07 | to what we saw in this except they're inclined in the other |
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|
74:15 | So it's as if the folds are in this orientation. In giving you |
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74:20 | left lateral sense of displacement. this inclination of the National unfolds in |
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|
74:28 | is towards the top of the map incarnation of the in a climate |
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|
74:34 | Just telling you that you have a lateral sense of displacement. Yeah, |
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|
74:39 | hmm. Go back to, Can just help me with finding the direction |
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|
74:47 | the previous example, You don't I understand the arab spring. The second |
|
|
74:54 | . Um This example. Mhm. me let me go back to some |
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|
75:04 | the sandbox examples. So, with , with this sand bosque example, |
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75:24 | have a right lateral sense of displacement the underlying block? And then all |
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|
75:29 | in echelon folds formed at this orientation to the sense of displacement of the |
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|
75:35 | blocks. So this would be what saw in the first example. And |
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|
76:00 | in here we're seeing both right lateral a left lateral system. And here |
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|
76:07 | in ashkelon folds are formed at this to the to the overall offset. |
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76:14 | this comes from the orientation of the ellipse here so that the strain ellipse |
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76:22 | always extended. Um mm hmm. always extended and in me, small |
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76:31 | to the overall census year. So a sense of displacement like this, |
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76:36 | will get forward in in this And that would represent my right lateral |
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76:42 | of displacement here. If I have left layer of sense of displacement. |
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76:53 | a left lateral sense of displacement Um My folds are going to be |
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76:57 | at this orientation to the overall sense displaced families. Thank you, |
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|
77:11 | Okay. Um and that's that's also by the strain ellipses here. Where |
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|
77:25 | a sense of displacement like this, strain lips becomes more and more elongated |
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|
77:32 | hmm. Towards the sense of And the fold axes are going to |
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77:37 | in this orientation relative to the sense sheer. If I flip this, |
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77:43 | I have the blood federal sense of . The strain of lips will be |
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77:48 | At 90° to this? And the actions will be at this of the |
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|
77:53 | to lower right orientations. Can you slide isn't in our slide then. |
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78:01 | you send us this one please? it really it helps me to understand |
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78:08 | better. Glad to do that. . Okay. Any other comments or |
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78:24 | for this this section? Think To summarize and wrap up this |
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78:56 | The strike slip fault is any fault which the movement of the boxes primarily |
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79:01 | to the strike of the fault. it refers defaults at all scales right |
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79:08 | is where the block block opposite what standing on, moves to the right |
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79:15 | left lateral arsonist role is where that moves to the left. Wrench falls |
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|
79:22 | large scale deep rooted vertical regional crustal falls, or also called trans current |
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|
79:30 | , transform faults are the strikes that that cut through the atmosphere separating different |
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79:37 | centers. Transfer faults for two oblique that connects and transfer slip between adjacent |
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79:45 | overlapping strike slip faults. Tara Falls strike slip faults that accommodate differential |
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|
79:53 | The position of thrust or normal I mean, these are the their |
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79:59 | and lateral ramps. Strike slip structures general are things like the initial unfolds |
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|
80:07 | form in response to large scale strike faulting or sheer. So these would |
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|
80:12 | the restaurant folds and the horse and that formed in the stepovers between different |
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80:19 | slip segments. Restraining bands or where get congressional structures full and thrust from |
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|
80:27 | of the strike slips strands releasing bends where you get Colbert basing in Gros |
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80:33 | from separation of the strike slip trance presage structures are things like positive |
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80:41 | structures where you have a component of . In addition to the strike slip |
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80:47 | , trans intentional structures are ones where have negative flower structures or extension. |
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|
80:53 | addition to the strike slip deformation, strike slip structures can commonly be confused |
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|
81:02 | other types of structures. Before you the orientations of secondary structures to infer |
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|
81:09 | slip, make sure you know the , the relative timing of those different |
|
|
81:16 | that and then the focal playing mechanisms beach balls are shown here in the |
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|
81:25 | thing to remember here is that the quadrant represents the initial compression first motion |
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|
81:32 | gives you the orientation of sigma one wow, mm hmm. That gives |
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81:41 | these nodal planes, disorientation or So the speech bubble solution Um with |
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81:49 | one here can be represented by right strikes, footfalls here or a left |
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|
81:57 | strike slip faults here and you have relate. Yes, theoretical nodal planes |
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82:05 | the actual geology. To see whether is acting on a left lateral strikes |
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82:11 | falls or a right lateral strike slip . What does the P. Beside |
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82:17 | sigma one. Stand for pressure. it's synonymous. It means the same |
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|
82:31 | as signal one it means the P professional component or the ah congressional opponent |
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|
82:40 | . First acting on the all the default plans and then these other |
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82:51 | mechanisms give you the orientations for thrust where your white segment here would be |
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83:01 | by a congressional access in this And your normal false solutions here where |
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83:07 | white clutter here would be intercepted by So vertical signal one plunging into the |
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|
83:14 | of the section. Right, identifying slip components strikes the tectonics, you |
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|
83:30 | identify by looking at service displacements related seismic events. The focal mechanisms offset |
|
|
83:37 | geum or phycor initial on or fizzy features like the initial unfolds, separation |
|
|
83:45 | markers like like different fishies, offset of piercing points. Um Some |
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83:53 | slick insides on the faults themselves. things like this on the actual fault |
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83:59 | are you that the motion was horizontal to the plane of the fall. |
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84:06 | all these things are indicators of strike tectonics as opposed to slip tectonics. |
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84:18 | so I will send you that additional . Um Well we'll take a break |
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84:24 | and then do a segment on review the final exam. So let's |
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84:33 | So it's it's it's 2 20. don't we resume in about 10 minutes |
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84:39 | 2:30 and I'll go through the review for the final exam. Okay so |
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85:10 | go through a number of slides. will be the final review for what |
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85:13 | be on the final exam. So . final exam will cover everything from |
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85:25 | heels, two strikes sub structures, false real salt structures full of thrust |
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85:32 | , all the different things we talked there and strike slip structures And it |
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85:37 | represent 60% of the final grade. will be the same format as the |
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85:45 | . Um It'll be a virtual online . I'll send it to you at |
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85:49 | beginning of this, beginning of the and have you email it back to |
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85:54 | when you're done. There are three allowed for that on the schedule. |
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85:59 | don't think it'll take that long but have a lot of time to complete |
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86:04 | . It'll be 30 years. So answer questions similar to the midterm |
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86:18 | Okay damn it. Okay so the thing on the exam will be the |
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86:24 | fault capacity and and that will um controls the fault dependent column hiding and |
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86:38 | is different than the fault dependent Um default dependent com height may or |
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86:44 | not be equal to the whole fault closure, maybe less than the full |
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86:50 | closure. And this will be what talked about with the difference between total |
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86:56 | and the column heights. Total column . Mhm. So um the total |
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87:08 | we talked about represents the difference between crest and the ultimate spill point. |
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87:14 | total column height represents the difference between crest and the oil water contact of |
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87:20 | gas water contact. Similarly the fault closure represents the difference between the at |
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87:30 | point, the highest point where the cuts, cuts the structure and the |
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87:35 | point here. The fault in calm height goes from that same point |
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87:41 | the fault hits the structure and now goes just to the oil water contact |
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87:46 | the gas water content. So the dependent com height in the fall dependent |
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87:52 | are not necessarily the same in in . That false dependent closure goes from |
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88:06 | first contour that kisses the fall Down the deepest spill point. In this |
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88:12 | , the 550 value default dependent column would go from that same contour if |
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88:19 | hits the fault. But now it goes down to the oil water contact |
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88:24 | the gas water contact. So it be less than the total fault dependent |
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88:42 | . So the default dependent closure equals difference between the highest contour that intersects |
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88:48 | fault and the deepest still point. fault of Bennett column height equals the |
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88:54 | difference between the highest contour that intersects fault and the gas water or oil |
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89:00 | contact. If the structure is not to spill, these two will be |
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89:06 | . Okay, and then static falsetto is defined as the fault trapping capacity |
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89:12 | the geologic time scale. And this what kind recovered column whites and |
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89:18 | Republican hold. What are the potential dependent Colin White's and it's a function |
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89:24 | the fault rock, temporary enter dynamic faults. Your capacity is the |
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89:30 | potential of faults on the production time . What cross fault flow will occur |
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89:35 | production? This is what kind of yield speed determines what cross fault flow |
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89:41 | occur during production and it's a function the full rock permeability. High dynamic |
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89:47 | differences across the fault in those days crucial, differences are much greater than |
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89:54 | static. What's your dependent pressure Capillary is what makes false. He'll |
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90:04 | like top seals, folks do have and permeability. They're not glass. |
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90:10 | here we have thin sections of of fault with the under formed rock |
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90:15 | the faulted rock here and so the of the green socks and reduction of |
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90:19 | ferocity reduction permeability. But there is finite porosity and permeability than that fall |
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90:29 | . So what makes this fault zone is cap hilarity. What is the |
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90:34 | that it takes for hydrocarbons to invade space? And that's shown here in |
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90:40 | diagram to sand grains here and Water wet poor throat here credit cards |
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90:47 | in the red and the capital of pressure. Is the displacement pressure required |
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90:55 | those hydrocarbons to displace the water in poor throat between the bounding sand grains |
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91:03 | that's a function of the the radius curvature of the poor throat, the |
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91:10 | of the wedding angle for water, is always one. And this gamma |
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91:15 | inter facial tension of the fluid. so the same rock gas and oil |
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91:22 | different inter facial tensions, different And so the same rock we have |
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91:27 | ceiling capacities for oil and gas. that's uh that's shown here by the |
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91:34 | of inter facial tension as a function depth. And what that shows is |
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91:39 | oil and gas have different inter facial under all the same conditions. So |
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91:46 | the same rock will have a different capacities for oil and for gas. |
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91:57 | , so this is a cross plot fall rock permeability versus host rock |
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92:02 | Each point on here represents two measurements a corpse look like this. one |
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92:08 | the uninformed broad and one of the at the end of the court. |
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92:14 | . And what this shows is that rocks have words of magnitude less permeability |
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92:19 | their original host truck. It can as low as 10 to minus five |
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92:25 | the original host rock permeability in the symbols here represent Shelley thought rocks what |
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92:33 | call phyllo silicate framework, fault rocks these have lower permeability, ease and |
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92:39 | kind of place. I'd stuff high to gross, low local a bearing |
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92:46 | . So everything being equal of philosophical rock will have lower permeability then a |
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92:54 | of clean shirts going into grocery rock no play. The other thing that |
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93:00 | shows is that even when we have CNN fault contacts in high mental gross |
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93:07 | growth rocks and catapults sites here represented the yellow clouds, there will still |
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93:12 | a reduction in permeability that gives these and thought contacts profile, static and |
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93:19 | folks, healing potential and then we about just the visual analysis where we |
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93:30 | a cross section, that's a view at the fault. So an object |
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93:36 | section of this fault for example, have the up Thrones hand here of |
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93:41 | had a here the up Thrones can here, your throne seems being in |
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93:46 | football and they're just opposed with a thrown stands here and here. So |
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93:53 | checks position sections are kind of fault scandal is showing both the up and |
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93:58 | thrown sides of the fall. And also referred to as Alan sections or |
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94:02 | one sections, right. We have independent types of shell garage equations. |
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94:15 | is the show God ratio, what the place of your potential? Show |
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94:20 | ratio is defined as the total feet shale, define it by the throat |
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94:26 | each point on the fall, when throat gets large, relative to the |
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94:31 | to gross in the section, when gets large relative to the individual sansho |
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94:36 | in this section, we'll go threshold equals one minus synthetic growth. So |
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94:42 | can use this to get a quick of what the shale graduation would be |
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94:46 | any fault place your potential represents a different phenomenon. It represents the length |
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94:54 | the continuous shale or clay smear that out into the fault zone. And |
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95:00 | idea of this is that in an of setting the vertical load on a |
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95:05 | bed will be greater than the normal across the fall and so on, |
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95:12 | will be squeezed into the fault zone stepping on a toothpaste tube and the |
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95:16 | severe potential measures the length of each those continuous shale smears gets squeezed into |
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95:25 | false stone. Now we adapt the grounds ratio equation to account for different |
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95:37 | contents and the different rocks. So show got ratio but in fact equals |
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95:44 | The 5% claim. Each layer divided On the 5% claims later times the |
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95:51 | of each layer divided by the throw then multiplied by 100% to get a |
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95:58 | and it it equals the percent clay the displaced interval. So here's an |
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96:09 | of a juxtaposition section, looking at fault and with both sides of the |
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96:15 | . The the ark throne layer is in the light brown color here. |
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96:21 | mean down throwing light shone a light color here. The up thrown layer |
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96:25 | shown by the yellow in here. so whenever we see a white space |
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96:31 | here is where we have a sentence contact on the fault. The blue |
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96:36 | represent the shell God ratio contours on fall and these will vary both up |
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96:42 | down the fault and along the fault a function of variations in a strategic |
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96:47 | and variations in her throat. So gets us to the false seal calibration |
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96:59 | and these come from studies where people looked at the Sheldon ratio across the |
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97:09 | and compare it to the pressure differences the fault is ceiling. So we're |
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97:14 | at known ceiling falls where we have and we have sandals show contacts like |
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97:21 | here by the red, where we so wet sand on the front side |
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97:26 | the fault in hydrocarbon bearing, stand the back side of the fault. |
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97:32 | so we can look at the G. R. Values along these |
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97:35 | and compare them to the pressure differences these points of the fall. So |
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97:41 | go up and down the fall, at the show graduation on the fall |
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97:47 | comparing those shell guards ratio and CSP to the pressure differences across the |
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97:52 | Shown here by pressure depth diagram. globally from all these empirical field studies |
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98:07 | see, we see abundant examples of falls. They include CNN sand, |
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98:13 | falls, ceiling thrust ceiling, active ceiling thrust and sealing active normal |
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98:21 | Mhm. We see false ceiling, plastics and carbonates. And those examples |
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98:29 | from studies and all these basements shown the stars. So these occur, |
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98:34 | not unique to anyone based and they globally. So that gets us to |
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98:43 | shale gouge ratio cross plots where we shale gouge ratio across the bottom versus |
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98:51 | difference across the fall as the Y and these different colored clouds representing ceiling |
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98:58 | at different burial debts. So if know the shell God ratio and the |
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99:04 | depth, we can estimate the ceiling of the fall. So for example |
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99:10 | a for fault In a shallow depth than three km With the shell gas |
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99:16 | of 30%,, We can go to 30% value here. The strap, |
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99:21 | up to where it hits the blue here and then read across What the |
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99:27 | pressure difference is. That that show ratio of 30% can hold in this |
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99:33 | about 3.1 bar of 45 P. . Sorry longer on this side. |
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99:39 | on this side. The other thing shows is that when we extract with |
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99:43 | different envelopes To the zero Shell God . Access here, These faults still |
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99:50 | some ceiling capacity even though the show ratio is zero and that comes from |
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99:56 | reduction in porosity and permeability that we with the cattle, plastic rocks. |
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100:05 | that that reduction frosting for mobility gives some small ceiling capacity even if there's |
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100:10 | clay in the rock. Show dogs and places where potential are not |
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100:19 | So here's a plot of place here versus pressure difference across the fall. |
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100:27 | we're looking at exactly the same diagram we saw with the show God |
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100:33 | but now we're plotting play spirit potential and we see a slight increase for |
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100:39 | a spare potential values. But then higher clay scare potential values, there's |
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100:46 | there's no consistent, there's no consistent , there's no consistent relationship between the |
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100:51 | capacity and placed their potential. A simplification for sdrs to get it |
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101:04 | a triangle diagram In this show show ratio as a function of one gamma |
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101:11 | or one V shale log and the values. So here's the triangle |
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101:17 | here's my official log in this, the color code A. Here the |
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101:24 | contours shows the str values for the thrown side of the fault with increasing |
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101:31 | of throat. So for example at top of san a where problem Throw |
|
|
101:41 | is 25 ft. We have the guard ratio in the yellow here of |
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101:49 | mhm. Well between yellow and so about 20-30%. You're on the |
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|
101:55 | contours with increasing throw. If I the throw to 100 ft, that |
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102:03 | point on the thought will have a gouge ratio In this light blue color |
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102:09 | representing a shell graduates from about And then as we go out to |
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102:16 | and larger throws, these shell God become relatively constant. So for |
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102:22 | at the top of the sand. For any throw greater than about 125 |
|
|
102:29 | . Michelle Godrich was going to be . 50-60 sure. So here's how |
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102:41 | um oh these triangle diagrams work. example. So here's my official |
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102:51 | my triangle diagram, here's the uptown of the fault, here's the down |
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|
102:57 | inside of the fall and so CN would be follow a trajectory like |
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103:05 | Sand too. Would the shell graduations SAN too would project across like |
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103:14 | Mhm. For this range of throw between 150 and About 350 ft |
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|
103:22 | Juxtaposed to sand one with SAN And I'm going to have a show |
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|
103:27 | ratio of The blue color here 50 60%. And we don't normally add |
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103:39 | down front side of the fault but helps clarify how these china diagrams can |
|
|
103:48 | dynamic false heels right now, what we see is that pressure induced |
|
|
103:57 | . Production in these pressure differences across greatly exceed what we see on the |
|
|
104:02 | steel capacity. So this dynamic falsetto refers to the baffling potential faults on |
|
|
104:09 | production time scale and specifically what cross flow will occur during production. It's |
|
|
104:16 | for identifying undrained fault blocks or mm conversation in fault blocks and producing field |
|
|
104:24 | development opportunities and it's a function of fault rock permeability. So here on |
|
|
104:29 | bottom I have across part of pressure versus shell God ratio while the static |
|
|
104:36 | have pressure differences going down here in cloud of data on the production of |
|
|
104:42 | pressure differences fall in these red hazard which greatly show that they greatly exceed |
|
|
104:49 | we see on the static fault skill the static timescale. All right. |
|
|
104:57 | this is our effect of the permeability the false. So I have a |
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105:04 | here with a fault. The fault zone here, The depleted reservoir on |
|
|
105:09 | side, an un depleted restaurant on reservoir on this side. When I |
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|
105:15 | this side, I increase the pressure across the fault. That's my production |
|
|
105:19 | these pressure difference with continued production that P exceeds the capital's central pressure of |
|
|
105:26 | fault and I start to bleed hydrocarbons the fall. I'm gonna break the |
|
|
105:31 | parental pressure, but the hydrocarbons bleed the fault at a very slow rate |
|
|
105:37 | to the low permeability. Um and in these large pressure differences even though |
|
|
105:44 | broken down the capital oriental pressure on phone. Okay, so one way |
|
|
105:54 | estimate the permeability is using these cross of post rock permeability versus fault rock |
|
|
106:02 | . If I know for example, I mean, Mhm. A false |
|
|
106:08 | of cataclysm sites with virtually no shale Iraq. Very high net growth reservoir |
|
|
106:15 | a host permeability of 1000 million I can read up along here and |
|
|
106:20 | an estimate that My fault rock permeability be somewhere in the middle of this |
|
|
106:27 | . It will be a reduction of 10 of the minus two. So |
|
|
106:31 | fault rock will have a permeability at 10 km. Mhm. For oil |
|
|
106:38 | that will be a strong baffle for reservoirs, that will not be a |
|
|
106:42 | at all. Thank you. So let me go back if I have |
|
|
106:56 | shay lee reservoir of loan into gross , my data will lie in this |
|
|
107:03 | framework fault rock represented by the great here and everything else being equal. |
|
|
107:09 | fault rock will have a much lower if I come along with it from |
|
|
107:14 | millas Darcy's and go up in the of this great cloud. My fault |
|
|
107:19 | permeability will be 1-2 orders of magnitude than in the high net to gross |
|
|
107:34 | . Alright, reservoir simulation models deal fault transmissibility multipliers rather than actual fault |
|
|
107:44 | and the fault transmissibility multiplier is defined the ratio of the flow with the |
|
|
107:50 | to the floor without the fall. so the values for this range between |
|
|
107:57 | for a completely no flow case to for a case of unimpeded flow and |
|
|
108:04 | detail these are determined by this equation the length, the dimensions of the |
|
|
108:12 | . Salt block, the spacing of grid. Salt block the well the |
|
|
108:18 | of the faults are and the permeability the fault zone. All these things |
|
|
108:23 | convulsed in this equation to give you ratio called the thought transmissibility multiplayer. |
|
|
108:29 | this is going to vary along your as a function of Mhm The Gods |
|
|
108:35 | and permeability and fault throw. so we can estimate the fault zone |
|
|
108:45 | as a function of throw from this spot here. We've got fault displacement |
|
|
108:51 | fault thickness here and a good average this is that the fault thickness Is |
|
|
108:57 | 1/100 the throw. So if I I have a displacement of about 100 |
|
|
109:03 | . the fault zone thickness will be will be about a medium. |
|
|
109:17 | mm hmm. For reservoir rocks with hi str harvey shale values. These |
|
|
109:25 | are used to estimate fault rock This is a plot of shell God |
|
|
109:31 | versus fault rock permeability. And these all different functions by for different burial |
|
|
109:38 | for different displacements and by different authors see for shell God ratio is greater |
|
|
109:44 | About .1.15. They define a fairly trend but for low shell Godfrey shows |
|
|
109:52 | a lot of divergence and for these graduation of fault rocks, you should |
|
|
109:58 | the cross plots of for rock perm host rock. Current estimates for rock |
|
|
110:07 | . Okay, right, so for reservoir rocks with Very low claiming that |
|
|
110:15 | shale lesson about .1 you can take average through this cloud to estimate what |
|
|
110:20 | full rock permeability is going to So for false feels static fault seal |
|
|
110:33 | to the fall trapped in capacity and time scales. It's controlled by the |
|
|
110:38 | rock templar entry pressure and it determines colum fights for concealed reservoir reservoir sand |
|
|
110:48 | sand felt, contacts concealed, active critically stress fault seal, thrust faults |
|
|
110:55 | and that false real capacity is a of the shell guard ratio and it's |
|
|
111:01 | a function of the class in your . So we can use those cross |
|
|
111:05 | of S. G. R versus difference across the fault to estimate falsetto |
|
|
111:10 | is a function of msgr dynamic Field capacity refers to the bathroom potential |
|
|
111:17 | on the production time scale. This important for identifying andre and fault clocks |
|
|
111:23 | producing fields. The dynamic pressure The production in these pressure differences are |
|
|
111:29 | greater than the static pressure differences. these dynamic pressure differences are controlled by |
|
|
111:36 | fault. Rock permeability And full rock are typically 1-5 orders of magnitude less |
|
|
111:43 | the original Underperformed reservoir permeability but not dynamic false heels and response simulators. |
|
|
111:51 | simulators are expressed as fall transmissibility multipliers FTm right. And these represent the |
|
|
111:59 | of flow with the fall to flow the fall. And so they ranged |
|
|
112:05 | zero for the no flow case to for the unimpeded flow case in these |
|
|
112:10 | function of default throw the God from guys on thickness and the reservoir model |
|
|
112:17 | size but it's done. Salt and tectonics. So the primary factors influencing |
|
|
112:31 | movement. Our buoyancy, differential loading extension in a taco. In assault |
|
|
112:39 | , we get this evolution of structures rollers. Two pillows to die appears |
|
|
112:46 | increasing vertical relief in this direction and appears can be separated into active time |
|
|
112:56 | where the salt I appear actually pierces through the sentiments and passive di appears |
|
|
113:03 | the dye appear. It stays in fixed elevation and sediment accumulate around it |
|
|
113:09 | the basement. Subsides around it, dye appears are those that form in |
|
|
113:16 | to the salt flowing into Phil fill area of extension and basement faults can |
|
|
113:24 | a big influence on salt structures and die appears a lot of his |
|
|
113:30 | Salt sheets are those where the salt climbed up to some the strata graphic |
|
|
113:36 | above its original deposition level and extended , and these give rise to flanking |
|
|
113:45 | flaps and overturned limbs, projections of assault parties. They also give rise |
|
|
113:51 | these many basins formed by a local centers on top of the salt. |
|
|
114:10 | , okay, so the physical properties salt. Salt is Senser than sediments |
|
|
114:16 | shallow depths of less than one km . It's greater than one km. |
|
|
114:21 | salt is less dense than the sediments this gives rise to the buoyancy of |
|
|
114:27 | salt. So these are the factors salt movement, density, inversion of |
|
|
114:34 | . The differential loading extension, contraction gravity spreading rollers pillows die appears are |
|
|
114:46 | autochthonous salt structures are. This difference rollers pills and die appears represents increasing |
|
|
114:56 | where we have complete evacuation of the . We get wells where the Mhm |
|
|
115:02 | overlying the salt touchdown onto the And these also give rise to turtle |
|
|
115:11 | where an initial similarly accumulation is completely in the fins now lie down on |
|
|
115:20 | of the basement and then we get active and passive di appears active with |
|
|
115:30 | pierces up through the sediments impassive die where the salt stays in place and |
|
|
115:35 | sediments subside around it and mega flaps an artifact or result of this town |
|
|
115:43 | . And along these mega flowers, can also get salt overturned limbs where |
|
|
115:51 | salt has acted like a tractor tread a caterpillar tread or a tank treads |
|
|
115:58 | invert. The originally overlying sediments reactive appears are those who are the salt |
|
|
116:08 | gaps formed by extension. Mhm locked assault structures and sheets are formed by |
|
|
116:16 | movement of assault up to a shallow Extrusion at that shallow level in coalescence |
|
|
116:21 | the dye appears into one 01, continuous treat shale tectonics here we're talking |
|
|
116:31 | mud die appears size and wipe out . They superficially resemble soft I |
|
|
116:38 | but there are always symmetric where the structures are not often psychometric, often |
|
|
116:45 | . They are distinguished primarily by the absence of salt geometrically. They can |
|
|
116:51 | tothe rust in the deep part, on But they are usually distinguished by |
|
|
116:59 | from toe thrust by good quality three data. So here's a here's a |
|
|
117:09 | section showing the different types of salt . Salt here. Mini basin here |
|
|
117:17 | continue to position this mini basin. will drive the salt into the diabetic |
|
|
117:23 | . This will continue to subside and to accumulate more sentiments of forming on |
|
|
117:29 | basin, a withdrawal base in a or a rims incline is assault means |
|
|
117:36 | relative to these patients. This is we get the salt walls to die |
|
|
117:40 | in the pillows. So the salt vary with depth over burger in salt |
|
|
117:50 | and you see this both in the of Mexico and the North sea where |
|
|
117:56 | , thin shallowly buried salt, we these salt rollers low relief. They |
|
|
118:02 | into um walls and pillows with increasing of salt and increasing burial and increasing |
|
|
118:10 | leaf and ultimately they can become die or actual salt walls with increasing burial |
|
|
118:19 | increasing amounts of salt. Alright, is an example of how a turtle |
|
|
118:31 | . So I have initially I have fix here with the deposition of sediments |
|
|
118:37 | top of that salt that loads assault of the salt to evacuate and the |
|
|
118:45 | sediments thin onto the flanks of the with continued deposition and that salt evacuates |
|
|
118:53 | . It forms what's called the weld the sediments ground out onto the basement |
|
|
119:00 | , what was what were thins on flank are now lows here and and |
|
|
119:08 | here and so we end up with thing called the turtle structure, whether |
|
|
119:16 | thickest in the center here and then down dip on the flanks here. |
|
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119:29 | here is some seismic examples of turtle . You can see the salt |
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119:36 | The turtle structure here, thick in middle then where it downloads onto the |
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119:42 | , nearly complete welding of the sediments top of the salt here. So |
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119:48 | is pushing down on the basement rocks with complete evacuation of assault. |
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119:53 | and then these overlying sediments draped over paternal structure. Okay, this shows |
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120:06 | of the evolution of reactive dye So here I have an extension of |
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120:11 | with normal faults here, grabbing here extension, I'll get more and more |
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120:19 | faults. Accommodating the extension of the section and salt will flow into that |
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120:25 | formed by the formed by the increasing of extension. And this gives us |
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120:31 | called a reactive dye appear where the is reacting to that extension. Active |
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120:41 | appears in contrast like this one where salt punches its way up through the |
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120:47 | from creating these steep, leading inclined adjacent to the salt and the gulf |
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120:57 | Mexico is Divided into these four different . The onshore and shelf where we |
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121:03 | talked in assault and here we have , pillows, domes and die appears |
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121:09 | the shelf. We have both on finish and launch an assault, giving |
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121:16 | to die appears in many basins. we get further offshore out of the |
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121:21 | , we have a lot of salt many basins out here and then finally |
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121:28 | get down to the toast. Pretty . These are locked on assault canopies |
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121:32 | maps. Mhm. So here's a showing that progression of structures. So |
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121:41 | a cross section C level their coastline , montagne from his mother luann salt |
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121:47 | here, unsure. We have these structures that route in the mother luann |
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121:55 | here, the rollers and pillows die and many victims were there additional sedimentation |
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122:02 | on top of these documents structures going outboard, assault migrates up section and |
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122:11 | into these elephants canopies that then formed locust for many basins where sediments are |
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122:19 | on top of that salt causing further . That further evacuation moves the salt |
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122:25 | down debt. Where you get these , canopies, Naps and canopies at |
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122:30 | six B of Scotland. These are of the different types of structures onshore |
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122:41 | shelf. We get these rollers and in die appears on the shelf where |
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122:47 | have autopsy autopsy and assault. We these salt and apps that form the |
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122:54 | for many basins where the sediments deposit causing further evacuation on assault and when |
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123:02 | get to the slope an abyssal We get these salt naps shown here |
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123:10 | locally overturned sediments at the base of maps. So here's an example of |
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123:24 | of those locked and assault canopies. see the salt here, it's completely |
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123:31 | and is separated from the mother salt up section here to where it eventually |
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123:37 | emerge on the sea floor. so this is a typical salt pillow |
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123:46 | roller structure assault body here, sediments we did this as an exercise where |
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123:52 | faults come down and soul into the . And you get one major normal |
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124:00 | with conjugate anesthetics, synthetics, girls extending the section up here in the |
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124:10 | load the salt load the salt causing evacuation and causing rotation of the deposited |
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124:18 | in this orientation so they sub parallel in the deeper section. So, |
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124:29 | a cartoon showing the evolution of a appear in crimson klein salt here deposited |
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124:36 | here epicenters here and here. The of loading moves the salt from flying's |
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124:44 | into this stratospheric structure and with continued , these things are subside eventually to |
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124:55 | onto the basement here, causing rims adjacent to the salt structure. As |
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125:07 | example of assignments section across the salt appear, you see we've got a |
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125:14 | normal structure with concentric structure contours contouring the salt diet. So pushing up |
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125:21 | here, and one of the problems this is that the diet their flanks |
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125:26 | very poorly imaged. So when we close to the salt flanks, we |
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125:32 | really know where these sediments and and the salt starts. Here's an example |
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125:42 | how these salt structures evolved with So from here to hear, um |
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125:50 | progressively more sediments on top of the . As I do that the salt |
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125:55 | this portion of the section evacuate and was up to this low pressure section |
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126:03 | , we've continued sedimentation here. Eventually sediments can touch down welding completely evacuated |
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126:11 | from here, the salt moves up show a little and extruded onto the |
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126:18 | floor and that continued sedimentation rotation gives to the steeply dipping beds adjacent of |
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126:25 | fault and even overturned beds immediately adjacent settled here. So here's here's an |
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126:38 | that here's an example of what's called mega flat from the gulf of Mexico |
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126:42 | a half assault body here that's been by the loading of these adjacent many |
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126:50 | , forcing assault to move up here a canopy where the salt now coalesces |
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126:57 | multiple multiple ones in these die appears the Soul becomes one continuous canopy across |
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127:03 | top here, these sediments within the basins are important exploration targets now they |
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127:12 | freeway closures against assault here, but very high common rights in there and |
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127:20 | shows how they evolve. So, starting with salt here showing the black |
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127:25 | center here and here on the two of the mason salt di appear with |
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127:32 | deposition assault evacuates flows into the dye as it does. These sentiments that |
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127:40 | on top and adjacent to the dye are rotated to higher and higher angles |
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127:47 | eventually the salt body. Mhm emerges adjacent salt bodies to become one continuous |
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127:54 | with these completely, with these mini completely enclosed within the salt, with |
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128:00 | steeply dipping limbs adjacent to the salt . Sure, okay, so the |
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128:11 | seal capacity. The salt traveling capacity equal to the sequel to the fracture |
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128:19 | . And so sealing capacity of the in situations like this is determined by |
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128:26 | minimum horizontal stress across the minimum zone in this location. And this comes |
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128:34 | studies in our mind, here's a depth plot from Vermont with the cough |
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128:40 | and fluid pressures from fluid inclusions shown and what these show that the food |
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128:50 | in the reservoirs in salt contained pressures to the maximum mention the minimum horizontal |
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128:59 | . The leak off test trend here that's showing us that the ceiling paseo |
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129:05 | is equal to this fracture gradient Now, going out onto the shelf |
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129:17 | slope, we get these many basins evolved by deposition of loading and salt |
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129:24 | . So, we start with a body like this. So it's deposit |
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129:31 | on top of it that causes the to evacuate and formal law that then |
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129:37 | the the location for continued sedimentation and building. So this sedimentary accumulation |
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129:46 | causing the sediment assault to evacuate further further until eventually the sediments caused assault |
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129:54 | completely evacuate. You have salt wells the base with adjacent salt ties here |
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130:01 | here, sediments on that being those ties right now in the gulf of |
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130:13 | . All this, This update loading what drives the allotment assault base inward |
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130:18 | form these gelatinous salt sheets. Salt at the muslim. And here's an |
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130:31 | example of one of those sheets where the salt body here, it's climbed |
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130:36 | section here, mm hmm. In overline section it's now extended by depot |
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130:43 | by deposition on top of salt body continues to drive assault evacuation basin work |
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130:51 | the base of the salt. We these overturned limbs. Here's an example |
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131:03 | one of the salt naps with the limbs here and we think he's involved |
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131:08 | this tank tread or conveyor belt mechanism sediments are initially deposited on top of |
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131:14 | salt and with with salt movement in rotational movement of assault, These sediments |
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131:25 | were deposited on top of the salt are rotated below the salt to become |
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131:31 | salt overturned beds. Like we see and shale tectonics. These are modern |
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131:43 | dieters. These are examples from the Mountains, but these require are highly |
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131:49 | pressured sales what they generate our size wipe out zones like like this. |
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131:56 | can be distinguished from south by appears by the known absence of salt. |
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132:02 | like Nigerian Borneo where we know we no salt deposited. Some of these |
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132:07 | of diabetic structures will be mud die . They're very they're generally very symmetric |
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132:15 | distinguishes them from what we see offshore the toe thrust and they have this |
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132:19 | of christmas tree type structure where initially get a month I appear it excuse |
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132:27 | the near surface with continued burial, pressurized that monday I appear more and |
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132:34 | get another exclusive event. So you this series of toadstools or christmas tree |
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132:40 | structures moving up from the deeply over mother shell here to show our levels |
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132:47 | the basement. No, so distinguishing versus shale deformation. The some mobility |
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133:01 | our property related to the high viscous and initiates at over burdens of a |
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133:08 | 1000 ft. The salt is primarily within constant density and viscosity of about |
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133:15 | 10 of 17-10, 10 of 19 . Some mobility is limited by evacuations |
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133:24 | wells or touchdowns in the sink lines rafts fall related from his common diapers |
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133:31 | common a lot from his sheets evolving large canopies and that's are covered in |
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133:40 | . Tectonics are usually confined to one unit insult moves at slower rates over |
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133:47 | distances compared to blood die appears and tectonics, Shale and contrast is most |
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133:54 | when overpressure, it tips grip depths than 10,000 ft. Mhm, it's |
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134:00 | variable in composition and flow is related the over pressuring effects rather than the |
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134:05 | of the shale. Alright. It's by de watering. So when you |
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134:12 | the water the shells there are no mobile to shale is only mobile to |
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134:16 | . These die appears when it's highly pressured and this episodic flow results from |
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134:24 | de watering on vs. Very Internal processes in the salt. Thought |
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134:34 | flow is common but only with overburden 10,000 ft die appears are common but |
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134:40 | evacuation is uncommon because of the mass the water shells. That minor shell |
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134:47 | are common. Those kinds of christmas limbs that we just saw and it |
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134:53 | affect multiple horizons as they are buried appropriate greater and greater debts. |
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135:04 | full trust us and we talked about , fault penfolds, fault propagation, |
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135:10 | the text unfolds, duplexes and hydrocarbon . Good to see you. How |
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135:25 | you? How are you doing? want to take a break or do |
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135:27 | want to go ahead for this next ? Can we continue to the next |
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135:39 | ? Okay, is that all right Angela and Meg? Okay, we'll |
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135:45 | on. Right. Alright, so have two kinds of compression structures. |
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135:53 | thin skinned fallen structures in the thick , foreland basement court uplifts represented mainly |
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136:00 | the U. S. Rockies. full thrust belts are thin skinned, |
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136:05 | angle attachments and near the top They occur in convergent and passive margin |
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136:12 | and have the same geometries in I follow critical taper theory. The |
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136:18 | have to balance this is essential. the four essential building blocks for balancing |
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136:24 | are these fault bend folds For ford's detective folds in duplexes. As |
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136:31 | as you confine your interpretation to these types of structures, it will be |
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136:37 | double false project into the sink lines these structures. The seismic imaging is |
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136:44 | poor right cross sections must be balanced restore a ble to do that. |
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136:51 | hanging wall in football could always have match and the hanging wall flats. |
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136:55 | have to equal the football flats. trust funds, concealed strike closure and |
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137:02 | features are critically important to determining Following the fire departments in the trap |
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137:09 | football traps are indicated by those saddle inclines and talked about. Um So |
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137:18 | faults, mm hmm, maximum stress horizontal, so it's signaled. |
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137:24 | Max signage, um swim, Krogh is the minimum stress and sigma |
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137:35 | is is perpendicular to this is parallel the striker falls. And the defamation |
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137:51 | the thrust belt is determined by this taper theory. That's the first order |
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137:57 | and that's a function of the basal . The Tacoma. Just put it |
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138:04 | and the strength of the rock within reg within the wedge where you have |
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138:11 | based compression structures. You have low week. Tacoma, high fluid pressure |
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138:18 | and thrust with multiple virgins is detachment , falls and thruster discontinue so long |
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138:25 | and you get more symmetric type structures you have a stronger shale based |
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138:33 | The folds and thrust consistently verged towards forming back thrusts are rare and the |
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138:39 | and thrusts are relatively continuous so long . So the Canadian rockies are an |
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138:49 | of the high critical taper wedge. these non travel thrust sheets mm |
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138:56 | They consistently verged towards the basin of fallen, their continuous along strike, |
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139:01 | this is representative of the Canadian rockies over thrust so mandy and in parts |
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139:07 | Taiwan. Conversely where we have a salt based attachment we get a low |
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139:17 | taper get these kinds of fold and with multiple virgins is with symmetric structures |
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139:23 | appearing black structures of detachment falls. these structures are characteristic of the people |
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139:31 | Nigeria mexican ridges convince state, bay and in Pakistan. Come on, |
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139:46 | . Um because our subject, it so poor, it's critical that we |
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139:53 | balanced cross sections and any any permissible . Any permissible interpretation of a cross |
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140:03 | like this must balance. And that rise to these kinds of geometries. |
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140:14 | on one balance section represents only one many possible solutions. So even though |
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140:20 | section is balanced, there may be viable alternative interpretations in this example shows |
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140:28 | different duplex interpretations of the same structure , all of these are balanced herbal |
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140:35 | they represent very different subsurface structures. , okay, we did some exercises |
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140:45 | this. That balance double sections must matching ramps and flats. So in |
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140:51 | section like this, it's easier, easier to define the foot wall flats |
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140:57 | ramps where you have a flat rampart comes up section flat here, |
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141:02 | second ramp where it cuts up section the flat here in the hanging |
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141:09 | you have to have the same corresponding and ramps and those will be defined |
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141:15 | the strategic where the thought could subsection around here and here and where the |
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141:22 | has been in parallel and then hang here here. So an example like |
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141:28 | , we have 1 2 ramps in Corresponding to two ramps, two ramps |
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141:35 | the hanging wall corresponding to two ramps the foot wall and two flats in |
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141:40 | foot long corresponding to two flats in hanging wall. So with these matching |
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141:47 | and flats, this section will be . So, requirements for a balanced |
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141:57 | . The bed lengths must be the for all the deformed beds. The |
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142:00 | lengths and thick, as soon as constant in the deformed and under formed |
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142:06 | for those beds of shale or overpressure that do not do not maintain constant |
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142:12 | and thickness. The cross sectional area constant thrust, have a rep flat |
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142:21 | , the thrust ramps cut up section the transport direction deformed beds must be |
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142:26 | . Hubble to an original sub horizontal . The football ranch and flats must |
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142:33 | the hanging wall ranch and flags. structural styles we draw in cross section |
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142:40 | equal those that we see in map maker. Outcrops and pin lines and |
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142:45 | lines at the front in the back their store session remain vertical in both |
|
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142:51 | deformed and the un deformed state. here's an example of those loose lines |
|
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142:58 | the pin line here in the front this loose line here in the |
|
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143:03 | When we restore this. When we form this, wow ! The loose |
|
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143:09 | remains vertical in the under formed So these are the four types of |
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143:23 | that are inherently balanced duplexes, fault folds, fault. Ben folds and |
|
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143:29 | bottom triangles of us. Here in structures, the deadlines are constant to |
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143:34 | thicknesses, front, constant. The all ramps and flats match the hang |
|
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143:38 | ramps and flats, but slip along fault is not constant. So here's |
|
|
143:49 | this animation representing an example of a tenfold. And we see that as |
|
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144:06 | evolves. There's no vertical displacement of hanging wall beds here or here at |
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144:12 | front of the thrust sheet. The back wing dip of the fault's |
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144:17 | fooled here equals the tip of the . The sink Lionel fold hinge here |
|
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144:25 | fixed to the base of the The fold hinge here in the hanging |
|
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144:31 | is fixed to the top of the ramp. This full hinge in the |
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144:40 | wall occurs at the top of the ramp here and we'll move with continued |
|
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144:48 | . Whereas these and these will stay with continuous desperation. So general characteristics |
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144:59 | a fault. Ben phone or rampant . Can you all hear four more |
|
|
145:05 | ? Flat ramp, flat geometry, , graphic levels here, unchanged from |
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145:13 | they are in the uninformed state. vertical displacement of the hanging wall beds |
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145:19 | . Tom this sen coin will actual remains fixed to this, a point |
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145:26 | the fault cuts up section. This surface remains fixed to where this football |
|
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145:33 | goes onto a betting playing flat The back winded here equals the tip |
|
|
145:40 | Iran. The displacement is relatively constant the hanging over here. And these |
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145:48 | surfaces are tied to the football cutoffs and here and they're going to move |
|
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145:54 | displacement of increasing the width of the a clinic crest here and it's only |
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146:01 | in the structure. Then we get of the beds and older beds thrust |
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146:06 | younger beds in front of that. behind that, we just have a |
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146:10 | photographic sequence. Um so here's an of fault propagation fold with continued |
|
|
146:23 | And the important thing to add on one very noted most of the |
|
|
146:28 | but the important thing to add is the the kinks here are not |
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146:32 | And so this overturned limb. Um not faulted through. It's not faltered |
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146:39 | the crest or the basement default default into the base of the sin |
|
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146:45 | but the at the leading edge of fold of the better overturned and not |
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146:50 | fault. A variation on that is your fault propagation folding shown here where |
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147:04 | follow other geometries of the fault informed now in the leading edge of the |
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147:10 | . Here the beds are deformed by structure deformation leading to steeper, overturned |
|
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147:16 | thin beds in the foreman. Here attack unfolds. Detachment folds are attached |
|
|
147:27 | , liftoff Arbuckle folds of overlying inducted salt or or overpressure shales. Here |
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|
147:34 | see some examples of that in our in the Euro mountains. And incompetent |
|
|
147:39 | be here with this nice symmetric Go to church folds are can be |
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|
147:45 | or asymmetric or have overturned. Full limbs. They have variable versions diverge |
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147:52 | the foreland and towards the hinterland. individual forced full skinflint, virgin so |
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147:57 | strike the fold limbs are independent of false vetting false if they develop our |
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148:06 | and propagate from the limbs to the detachment levels that propagate from the middle |
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148:13 | the fold limbs, the highest train of the limbs down to the catholic |
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148:17 | and upwards higher end section. These globally wherever we have solved deductible shales |
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148:23 | provide a Tacoma earlier drum and we determine its tablet level from those depths |
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148:30 | detachment calculations like we did when we the area of the deformed bed and |
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148:37 | it to the height above the We also get these detached structures as |
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148:42 | of synch line faults and folds of a response to the space problem and |
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148:47 | those structures. And they're very common all these different provinces. So again |
|
|
148:59 | reflect that the critical taper is the order control here with salt based structures |
|
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149:07 | a low critical taper of the salt a week to coma. And that |
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149:12 | us these attachments structures, phones and with multiple virgins is that are symmetric |
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149:19 | discontinuous along strike. Mhm. So are characteristics of detachment folds and comparison |
|
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149:36 | for bill force I thought propagation falls detective control where the fault Ben folds |
|
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149:45 | the detector and the propagation folds here related to the geometry of the underlying |
|
|
149:52 | . The detachment folds are independent of of any underlying faulty on the tree |
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149:58 | faulting. If it occurs, it's secondary to folding. We get faulted |
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150:08 | folds where the strain in one of limbs become so great that falls begin |
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150:13 | propagate both upward and downward to the level. And so now we'll see |
|
|
150:22 | developed that very similar to what we in fault propagation folds. But the |
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|
150:29 | occurs first and the geometric relationships of hangar or bench and the faults don't |
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150:35 | what we see in the fault propagation . Mhm. And then we talked |
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150:44 | depth detachment exercises where we can measure length of the platform bed compared to |
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|
150:52 | length in the present day state, the area. Not that bad. |
|
|
150:58 | compare those lengthen areas to the displacement the height of both the detachment to |
|
|
151:06 | that. Um I can't guarantee elevation the detachment level. And this this |
|
|
151:18 | the exercise that we did. And got this grass where you planted. |
|
|
151:29 | And so Syria versus the height above reference level. A line projected through |
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|
151:36 | points gives you the slope of the gives you the displacement to devalue |
|
|
151:45 | And the intersect of that line with X axis gives you the height above |
|
|
151:52 | Oh what about the detachment? Because have the difference between the reference level |
|
|
151:56 | the detachment. In this case we a simple exercise where the reference level |
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152:03 | an attachment. Mm hmm. In cases where these are not the |
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|
152:10 | This line will shift over to the and hit the X axis somewhere. |
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152:17 | to the left of the origin That gives you an aged value that |
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|
152:22 | can use to extract weight from the level down to the task. |
|
|
152:32 | this concept of regional level is valuable correlating across before structure like this. |
|
|
152:39 | in the fault propagation of false landfalls attachment folds. This strata graphic level |
|
|
152:45 | the trailing edge is the same as original regional level and is the same |
|
|
152:51 | what we see in front of the . And so we can project that |
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|
152:55 | level from any place that is well across the field. Out to the |
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|
153:01 | section here to help me correlate the were made from this part of the |
|
|
153:07 | to this part of the section. this example you see the regional levels |
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|
153:13 | the slight blue are not the And that's telling us that our takes |
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153:19 | this side of the fault are not to the picks on this side of |
|
|
153:22 | fault. And we need to pull up so that the blue level here |
|
|
153:28 | to the level here in the deepest here in this orange horizon will then |
|
|
153:34 | the same as what we see over . Right. And we don't need |
|
|
153:39 | . Best to draw these. We connect these by connecting some coins and |
|
|
153:49 | hmm. Okay. In detachment folds faults, propagation folds from these steep |
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|
153:57 | like this are going to give us , this white belt. Someone's sizing |
|
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154:02 | data and we need to overcome these running git meters in the log and |
|
|
154:10 | balance double sections. Duplexes. So are sequences of fog. Ben folds |
|
|
154:21 | you have. Okay, an initial been filled with a small displacement and |
|
|
154:26 | the football collapses along successive series of giving you sequences of false landfalls piling |
|
|
154:35 | into these accumulations called duplex structures. we have mm hmm, a full |
|
|
154:50 | duplexes and passive roof duplexes. The is here everything is virgin towards the |
|
|
154:57 | . And all this displacement is taken by translation of the hanging wall sheet |
|
|
155:01 | the foreland, peter with a passive complex. All these wages uplift the |
|
|
155:09 | sentiments here, but the displacement dies here and the displacement along these wedges |
|
|
155:16 | taken up by back thrusting, betting detachment here. So this is the |
|
|
155:23 | between a normal duplex and a passive duplex. And when we get these |
|
|
155:30 | , either this type for this we'll get these saddle shapes inclines in |
|
|
155:37 | overlying beds that tell us we've gotta closure at depth in one of these |
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155:43 | type structures. Alright, the Waterton field is an example of one of |
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155:54 | duplex structures, the reservoir, the reservoir horizons and the Mississippi. And |
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155:59 | here in the orange. And you all these duplex slices piling up to |
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156:05 | an informed structure here, here's an of a passive roof duplex from Canada |
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156:16 | seismic section here, sink line out . Main thrust coming out here a |
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156:23 | of intricate slices from here to form duplex. But now these wedges are |
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156:30 | for by back thrusting of a bedding roof thrust here. So this displacement |
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156:36 | not go out into the four It's compensated by wedging along this roof |
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156:45 | . Mm hmm. So we went a lot of structures looking at the |
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156:53 | accumulations compared to the disclosure and cusiana an example of one of those that's |
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156:59 | filled with respect to the dip And we have we have active thrusts |
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157:06 | that are still ceiling trafficking accumulation at mirador level here. Wow. And |
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157:12 | very large colonizing pressures even though the is seismically active today. So, |
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157:24 | , we have to consider the hydrocarbon in the february for each one of |
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157:30 | structures. And this is an example deepwater Nigeria. You can see the |
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157:35 | coming here. It happens to be attachment for this steam on this land |
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157:42 | the south end, steep on this , the northern end and symmetric in |
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157:48 | the structure is under filled with regard the total closure. And that's because |
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157:55 | february for hydrocarbons is limited by this polygon outdoor. The detachment folds here |
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158:02 | here. You know, these long , flat simple lines, so he |
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158:08 | that comes up here or here is to migrate off to the northeast here |
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158:16 | off to the southwest here and not into the core of the structure |
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158:22 | The core of the structure here will get high departments from this black dash |
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158:27 | political area. And so it's a limited fetch area compared to the size |
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158:33 | the structure. and so we went 17 fields. We've known field limits |
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158:44 | Five of those 7, 7 were limited by default sealed. Only one |
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158:49 | limited by the strike closure. Only was limited by the potential top steel |
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158:55 | And 10 of the 17 are limited hydrocarbon charge. So looking at that |
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159:01 | area like this is very important for whether you can what what final fighter |
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159:11 | you can put in the truck. hydrocarbon accumulations occur in all types of |
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159:20 | throughout thrust belt structures. The thought folds, paul congregation falls, detachment |
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159:26 | duplexes And of the 17 fields with fields limits More than half 10 out |
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159:32 | 17 appear to be limited by hydrocarbon . And that limited chart is caused |
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159:39 | the tights inclines the adjacent of the that limit the french area of the |
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159:50 | . Right, alright. So then talked about Rocky mountain style basement cord |
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159:55 | lists these types of structures and these the other end member of the compression |
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160:05 | where the full thrust belts represent these guys when basement involved. And now |
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160:12 | have major shortening of the basement and basement corridor Poulos. The characteristics of |
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160:23 | basement court up lists, they've urged multiple directions. The virgins is variable |
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160:29 | respect to plate convergent vectors. The hang while basement box are essentially under |
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160:38 | . Oh, the basement is under overturned beds are common in the reverse |
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160:44 | footballs. These flaps of sediments that see in the footballs, the elevation |
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160:50 | dip of the top of the basement the hanging wall is a function of |
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160:54 | geometry of the underlying master fall. , the seismic imaging is necessarily poor |
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161:01 | of the steep dips and the velocity . The Master fault is commonly a |
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161:07 | slip, blistered fall with little or strike slip in this and get these |
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161:14 | flaps of Centenary coral rocks. Comment the football of the Master thought in |
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161:21 | interest of thrust or great fold So we talked about for these basement |
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161:25 | uplifts are really artifacts of the limitation scientific data and are impossible balance and |
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161:33 | geologically impossible. So the structural characteristics shown by by this example. This |
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161:43 | the the golden thrust just west of colorado. The ranges are bounded by |
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161:50 | faults or sharp fletcher's related to underlying falls. This basement faults and took |
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161:56 | 30 to 45°. The basement block here under form Structural relief of font eight |
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162:05 | and length to width ratios of With the largest uplifted box being of |
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162:12 | km long, So many of km and 300 km long. So very |
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162:18 | sized structures. The tectonic setting of limited basement corridor. We think they're |
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162:27 | by a flat slab subduction where the on plate, mm hmm, was |
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162:36 | at a very long angle transmitting stresses . The lower crust here causing crustal |
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162:43 | far inboard of the actual convergent Stern. That being said, the |
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162:59 | direction of the individual structures vary significantly the east northeast convergence that we expect |
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163:07 | the severe letter might thrust belt and convergence of the Federal line in the |
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163:11 | American place, things like the N. To uplift here strike actually |
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163:19 | to the convergence direction of the place the full thrust belt here elsewhere. |
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163:24 | basement uplifts occur at a variety of on not strictly consistent with shortening in |
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163:32 | east west direction. Here's a seismic from Casper, our experience in central |
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163:47 | hanging wall here, football here, here and the football of the |
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163:53 | We often see these apparently declines that really artifacts of of the velocity pull |
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164:00 | caused by thrusting fast philosophy, basement the slow velocity velocity sentiments and so |
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164:08 | like this were drilled and the anticipation there would be real structures down |
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164:18 | the Pennsylvanian, permian ancestral rocky mountain are basement caught up with just like |
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164:23 | labrum octuplets. Right? And we them shown here by the different college |
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164:30 | and they include the Anadarko Ardmore basin here, the Arbuckle mountain here, |
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164:36 | monster arch in north texas here in central basin platform here in the middle |
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164:41 | the Permian basin. Looking at cross of the central basin platform. We |
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164:53 | at cross sections along here, here's central basin platform where it's uplifted here's |
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165:00 | eastern flank of the northern Delaware basin these cross sections across here. Sure |
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165:08 | this space and margins are low to or reverse falls and try share foals |
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165:16 | form at the crest of the just like we see and they will |
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165:20 | mind rocky mountains. The helpless here's restore herbal section of one of these |
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165:34 | . You see the hanging wall Football here, main structure forming falls |
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165:40 | . The fault dies out into the of the fold here in this limb |
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165:46 | get these verticals overturned beds as a of Tricia deformation within the tri shears |
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165:54 | of this fall propagating upward. The cover contact here is the same dip |
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166:01 | it is here. There's no rotation the hanging wall relative of the football |
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166:06 | telling us that this fault has to plane. And the basement here in |
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166:13 | is essentially on reform. Mm Here's an example from the central basin |
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166:25 | example now from the ancestral rockies, the same kind of structure uplifted basin |
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166:31 | here Fault dipping at about 45 degrees , little or no rotation of the |
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166:38 | wall block relative to the football Telling us that this fault has to |
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166:42 | planned steeply dipping to overlay turned limbs as a result of price shear deformation |
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166:49 | the tip of his fault as it up in in the section and no |
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166:55 | deformation of either the football or the wall beds outside this sign of Tricia |
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167:05 | . Okay, so that the hanging geometries. Father with the same kind |
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167:12 | rules we talked about earlier for for relations from where there's no tilt of |
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167:20 | hanging wall relative of football. That we have to have a planer. |
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167:26 | where we have this kind of where have this counter clockwise rotation of the |
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167:32 | wall relative to the football is telling we have to have this concave of |
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167:37 | shape fall. Conversely, where we a concave downward shape fall, we're |
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167:44 | to get this counterclockwise rotation of the on relative to the football and then |
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167:51 | detail faults. The basement falls. these complex geometries where we have a |
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167:57 | concave all right up shaped fault And a plane or fault or low |
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168:05 | dipping fault here, as the hanging moves across from here to here. |
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168:11 | it starts to go up this we're gonna generate areas of local compression |
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168:16 | , generating faults and folds and more faults here. Second order structures when |
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168:22 | starts to go flat out of the here, we'll get these normal faults |
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168:26 | local extension of structures. So within base concord out left, we'll see |
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168:31 | variety of structures reflecting this geometry of underlying fault. And these alternative models |
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168:48 | these basement product list straightforward enough, forwards are inherently unrestored herbal and not |
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168:55 | double. So these are just geologically in both of these. The lights |
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169:02 | the deformed beds in the cover are longer than the length of the basement |
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169:07 | . Contact here, so these are under formidable unrestored herbal interpretations. So |
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169:19 | slip faults in structures. The last of structure we talked about strike slip |
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169:25 | this morning, which the movement of fall. What is more or less |
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169:29 | to the strike of the fall. tip of the fault is vertical, |
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169:34 | strike slip fault refers to the general of faults that can be any |
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169:42 | We have rent, strike slip faults there are large, deep rooted falls |
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169:48 | the crust transform falls where we have bounding strike slip falls that cut through |
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169:55 | atmosphere and separate different spreading centers. faults which are lateral ramps and blink |
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170:03 | that connect transfer between adjacent and overlapping false segments their faults and compensating differential |
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170:13 | or a position of thrust faults or faults in a in the hanging wall |
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170:20 | . And then we get different types strike slip structures in the overlying |
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170:25 | we get these initial unfolds along the themselves. We get restraining bends with |
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170:32 | compression will step across the folds. get releasing bands where there is an |
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170:37 | of step across the floors. But between you get these domino style rotated |
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170:42 | blocks and, lastly where we have element of compression. In addition to |
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170:50 | slip, we get trans presage structures positive flower structures. Conversely, where |
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170:56 | have a component of extension, we these trans dimensional structures or negative flower |
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171:07 | . So strike slip faults and It's important to recognize them. The |
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171:12 | slip faults. Both signal one and three are horizontal, But they are |
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171:16 | at 30° to the vertical strikes that . And so signal one will be |
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171:23 | at 30 degrees sigma three will be at 60 degrees to that particular |
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171:31 | Right. And then we have the focal plane solutions where um we plot |
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171:42 | first motions as on the lower hemisphere . We plot both the pressure and |
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171:50 | tensile first arrivals of their infrequent The pressure arrivals correspond to the |
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171:58 | Axis of the pressure access and the . One access. The tensile components |
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172:04 | to the The tension or the three minimum strain. First arrivals. |
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172:11 | plotting those on the lower hemisphere of , We divide the lower hemisphere into |
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172:16 | quadrants mm hmm Where signal one represents area of compression. All first |
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172:24 | single one will be in this Sigma three will be in this orientation |
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172:31 | these nodal planes separating the different quadrants to potential fault planes with a sigma |
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172:39 | in this orientation, we could have right a right lateral strikes at fault |
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172:45 | . Or we could have a left strike slip fault here and so once |
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172:52 | have these focal plane solutions, we to compare the nodal planes from these |
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172:59 | plane solutions to the geology To see the sense of displacement is on the |
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173:10 | and this shows the focal plane solutions different types of earthquakes. First strike |
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173:16 | , We get these these four quarters very good normal planes for thrust |
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173:23 | We get these moderately and steeply dipping planes with the compression. All access |
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173:30 | to some horizontal with normal focal We get compression all focal solution. |
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173:40 | near vertical with moderately to steeply dipping planes representing potential normal falls, |
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173:53 | lateral and right lateral, left lateral where three term full block adjacent team |
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174:01 | moved to your left. It's also a sinister role structure. Footfall. |
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174:07 | strike slip fault is the opposite where block across where you're standing is moved |
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174:12 | the right in a relative sense that's referred to as a dust, real |
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174:16 | slip form, mm hmm. And important to separate apparent to differentiate apparent |
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174:26 | from real strikes, look different. structural deformation here we have a scum |
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174:34 | map outline with a horizontal separation of marker bed, but in fact, |
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174:41 | have a normal fault when the trace , fault dipping here, this bed |
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174:48 | here to the to the south. this horizontal separation, it was generated |
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174:55 | dip slopes, dip slip displacement along normal faults here. So when we |
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175:01 | these apparent separations, it's important to at the faulty geometry in the false |
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175:08 | to understand whether these are true strike deformation or apparent separations representing resulting from |
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175:15 | platforms restraining and releasing bands. So we've got an example of right lateral |
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175:24 | slip fault here, it makes a to the right and as this block |
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175:31 | away, it's going to open up releasing bend here which will be the |
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175:36 | of normal false lakes semifinal structures, lows here you have a restraining where |
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175:46 | movement of the faults. Mhm creates compression component across the falls here and |
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175:53 | will generate an appliance, reverse faults structural highs at this location. Um |
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176:09 | Mhm strain with progressive deformation, it us a strange lips like this that |
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176:16 | put in that slide. Yes, go to this one. So with |
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176:20 | progressive deformation you get increasing strain increasing of the strain of lips from this |
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176:27 | this and um you get these folds incline simply unclear has developed parallel to |
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176:37 | long axis of the strain of lips to the compression occurring perpendicular to the |
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176:43 | of lips. And you get extension faults forming the extension, all part |
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176:48 | the strain of lips reflecting the extension this direction due to the strikes of |
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176:55 | . And these will rotate with progressive and potentially be over printed by subsequent |
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177:06 | . Alright, that gets us to initial unfolds related to strikes defaulting in |
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177:14 | ah the right slip case like we get an initial unfolds with this |
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177:20 | relative to the strike slip deformation and reflecting the. uh huh. It's |
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177:28 | turning the strain of Lips 90°. So offsets krill these offsets in this compression |
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177:37 | fold section will equal these initial unfolds here with an opposite sense of |
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177:44 | We get the opposite sense of initial with left lateral displacement here, get |
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177:50 | initial unfolds in this orientation relative to overall displacement. And this is an |
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178:00 | of the national unfolds and outcrop where see the full taxis here and |
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178:07 | W plunging and inclines representing strain ellipses a long access in this orientation resulting |
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178:16 | an underlying basement fault with the right sense of displacement aligned and then |
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178:27 | positive and negative flower structures. These where we have a component of compression |
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178:34 | extension in addition to the strikes So here we've got a right lateral |
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178:42 | with essentially a restraining bend here and compression component across it. It gives |
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178:48 | this pop up structure or positive flower here. Same sense of displacement but |
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178:55 | different then in the fall equivalent to releasing bend in the fall that generates |
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179:01 | of structures and gives us these negative structures. Okay, so strike slip |
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179:15 | are commonly misinterpreted or confused with other of structures. We need to look |
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179:21 | the orientations of the secondary structures. ensure that we're looking at strike slip |
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179:28 | . Mhm. In evidence or strike will be thickness and theses changes changes |
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179:34 | fall geometries and it really needs to confirmed in all three dimensions and then |
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179:42 | complaint mechanisms that strikes the beach ball here. The grunting remembers that the |
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179:49 | quadrants represent the orientation of. Of one the nodal planes separating the white |
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179:55 | black clients represent the orientations of potential . And so to relate these to |
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180:04 | , we need to take a formal tuitions and compare them to the faults |
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180:08 | we see in in our crop to whether this represents a left lateral strike |
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180:15 | fault or a right lateral strike slip . All right. So the exam |
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180:24 | be Wednesday Wednesday evening 6-9. It cover all these topics, false |
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180:30 | salt tectonics, all the full thrust things that we talked about. Strike |
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180:35 | structures, basement cord uplifts, And it will represent about it'll represent |
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180:42 | of the final grade. It'll be online virtual test, just like the |
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180:47 | one. Multiple short answers at the of the at the start of the |
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180:52 | session. I will email you the and you can you will be able |
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180:58 | write on it, do whatever you with it and then email it back |
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181:03 | me when you're finished and that will the end of the class. All |
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181:09 | , sorry to interrupt and I'll send new link for the final early next |
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181:19 | . Yeah, we we we don't a link so jay will have to |
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181:23 | us all a link for that. , ready looking forward to it. |
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181:38 | is this is a lot of materials cover. This is like people |
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181:43 | drinking from the firehose. This is incredible amount of information. Um So |
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181:50 | the test, I'll try and cover all, but it at a very |
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181:53 | level to make sure you get the concepts, but not worry too much |
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181:58 | all the details. Yes, Thank you sir. All right. |
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182:06 | welcome. Thank you very much, the rest of the weekend and we'll |
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182:10 | you Wednesday evening. Thank you. you. Bye |
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