© Distribution of this video is restricted by its owner
00:01 | this conference will now be recorded. me come back to this line because |
|
|
00:13 | misled you a little bit when I talking about this slide and then realized |
|
|
00:19 | I had it wrong and I corrected . So just so there's no |
|
|
00:25 | I'm going to repeat myself again. the idea here is that we have |
|
|
00:32 | , that's approximately 15% ferocity. So , 15% ferocity. But we see |
|
|
00:41 | relatively a significant change of velocity with . What they're not factoring into account |
|
|
00:50 | the ferocity would be changing with This is just taking into account the |
|
|
00:56 | difference. So if on the You know, one cm per foot |
|
|
01:03 | for a level of depth. And you could Using a poor pressure gradients |
|
|
01:10 | .465 p. S. I per . Then you could calculate approximate number |
|
|
01:16 | C. Associated with the death. actually this axis was probably the horizontal |
|
|
01:24 | was probably converted from a differential axis in the laboratory. Now as you |
|
|
01:30 | this is as you're pressuring or rock in the rock frame up in the |
|
|
01:35 | story. So what's not being considered the fact that when you pressure up |
|
|
01:41 | rock frame, the ferocity is going change slightly as you compress the |
|
|
01:46 | you'll reduce the porosity. But the is that that small porosity change in |
|
|
01:53 | hard rock, like a dolomite. might be a very small percentage of |
|
|
01:58 | , but you're closing the most significant , you're flattening grain contacts, |
|
|
02:06 | You're closing the very low aspect ratio which had the biggest influence on the |
|
|
02:13 | . So you can change the velocity lot without changing the ferocity. Very |
|
|
02:20 | so the prostate is approximately constant. the other thing that's being done |
|
|
02:27 | So the frame module I versus depth determined and then using geothermal gradients versus |
|
|
02:35 | and pressure versus depth, the fluid for different fluids are being considered and |
|
|
02:41 | being added to the rock. And you see that there's a cross over |
|
|
02:46 | between heavy oil and water. The effect is making that heavy oil from |
|
|
02:52 | compressible than water to two more compressible water at depth. Then there was |
|
|
02:59 | light dead oil and then a light oil and in each case the velocity |
|
|
03:06 | reduced. And of course gas has lowest philosophy. So I hope that's |
|
|
03:13 | . Now. Now let's go into laboratory and look at how velocity changes |
|
|
03:21 | saturation and what we're going to find things in the laboratory don't do exactly |
|
|
03:27 | I've been telling you. They In fact, they don't follow gas |
|
|
03:32 | equations. Um Now there are various to get different partial saturation in the |
|
|
03:41 | and how you do it matters. were measurements on a beach sand and |
|
|
03:47 | are ultrasonic measurements and the dry sand here is measured and then gas mains |
|
|
03:56 | are used to predict the velocity versus . So you see this is doing |
|
|
04:03 | we've been uh seen with gas Bruce . and then you get to the |
|
|
04:09 | brine saturated velocity, so the density , because his velocity to decrease as |
|
|
04:16 | add brian. But then when we're brian saturated, the module lists the |
|
|
04:21 | off switch on Woods equation takes over you quickly go to brian module list |
|
|
04:27 | and you have a brian velocity. , oddly enough, what you measure |
|
|
04:32 | the laboratory is not that curve. so there there are differences in |
|
|
04:38 | at low saturation, there are tremendous and you could argue this is |
|
|
04:46 | Uh but that is because these are frequency measurements versus gas lose equations, |
|
|
04:52 | low frequency, zero frequency, but is this is a huge difference from |
|
|
04:59 | to here and we have not observed kind of dispersion, where we had |
|
|
05:05 | high frequency and low frequency measurements, that's enormous. Um so there's something |
|
|
05:15 | going on. There is this but there is also, there was |
|
|
05:22 | the fact that BEOS equations are the frequency equations, whereas gas means equations |
|
|
05:29 | the low frequency limit of the O theory. So there is some |
|
|
05:35 | , but there's also something else going and it has to do with how |
|
|
05:39 | gas is distributed in the rock. already looked at the patchy saturation |
|
|
05:45 | And so we see that if there patches of different saturation that could cause |
|
|
05:52 | to deviate from gas loose equations, there is also how the gas is |
|
|
05:58 | in the pore space. If the tends to have the highest concentration in |
|
|
06:07 | big round spherical pores, uh they have a small effect on the velocity |
|
|
06:13 | if they were concentrated in the low ratio for us, if the gas |
|
|
06:18 | in the low aspect ratio for it's going to make those pores infinitely |
|
|
06:24 | compared to those pores being fully bride . So how the gas is distributed |
|
|
06:31 | the rock matters uh, at high , we don't think that low frequency |
|
|
06:37 | that is very important. But to sense of a laboratory measurements, we're |
|
|
06:43 | to have to consider that. I'm sure we'll have time in this |
|
|
06:47 | If we do, when we talk this version, we'll come back to |
|
|
06:52 | . I'll show you a little bit it today, but we'll talk about |
|
|
06:55 | in more detail if we have time also that the shear wave velocity is |
|
|
07:04 | . I think when we have partial or full brian saturation, than would |
|
|
07:10 | predicted that just from the density So, there are other things going |
|
|
07:20 | . All right. So, as mentioned before, this is the form |
|
|
07:24 | gas music equations that I that I uh to remember the equation easily and |
|
|
07:32 | conceptually think about, it's less convenient calculation because the variables occur in multiple |
|
|
07:42 | . Right? So this is not for case saturated, but if you |
|
|
07:48 | at this ratio of cas saturated versus solid module list minus the saturated |
|
|
07:56 | If you look at this ratio, can notice a few things first of |
|
|
08:02 | , If ferocity goes to zero, term blows up. So a very |
|
|
08:11 | um conclusion. The lower the the bigger the fluid substitution effect. |
|
|
08:20 | is the fluid substitution effect? Is the difference between K. Dry and |
|
|
08:26 | ? So this term is the difference these two terms. Right? So |
|
|
08:32 | this term blows up the change in lists due to the change in fluid |
|
|
08:40 | is the change in saturated modules, that change in fluid modules becomes greater |
|
|
08:46 | that's counterintuitive. And the reason it's is because we've held K dry constant |
|
|
08:54 | we've changed ferocity and we can't really that. If we're going to drop |
|
|
09:00 | uh to make this term blow we're going to have to increase K |
|
|
09:06 | As ferocity goes to zero. Uh dry goes to K Stalin. So |
|
|
09:17 | draw wrong conclusions. If we hold variables constant when they're truly not independent |
|
|
09:25 | each other. But this is The fact that the lower the ferocity |
|
|
09:32 | a given K drive to lower the , the bigger fluid subsume fluid substitution |
|
|
09:39 | . We're going to be able to some conclusions about the poor shapes uh |
|
|
09:48 | on that. Now, another counter thing, let me this is the |
|
|
09:56 | substitution equation. I have K I'm adding a fluid and I get |
|
|
10:02 | saturated. But I could write this twice for two different fluids. |
|
|
10:08 | I could write case at one equals . Dry term and the K fluid |
|
|
10:14 | . And then I could write the again, case at two same K |
|
|
10:20 | Que fluid to write two different modular. It could be two different |
|
|
10:25 | . It could be the same fluid two different temperatures for example. |
|
|
10:30 | now I have two equations and if subtract one from the other, I |
|
|
10:36 | cancel out K dry. And that me here. Okay, I have |
|
|
10:44 | saturated one Kate fluid one case saturated and kate fluid too. And you |
|
|
10:51 | , I canceled out K. So, hopefully by now I've discussed |
|
|
10:57 | this idea enough that you will be to exercise. Uh Uh you'll be |
|
|
11:04 | to answer 9.1. All right. just tell me this equipped this fluid |
|
|
11:14 | equation seems to indicate that I don't to know. Okay, dry, |
|
|
11:19 | could do clued substitution without K. . And that's true. Uh |
|
|
11:26 | But you could conclude that then the substitution is independent of the dry frank |
|
|
11:33 | . You could argue you don't uh effect is doesn't depend on the dry |
|
|
11:40 | pre modules because it canceled out in two equations. So, tell me |
|
|
11:45 | that argument would be wrong. Now, if you've read Gregory's |
|
|
11:54 | I hope you have Gregory 1977 Great paper. He gives tables of sandstone |
|
|
12:02 | versus death and we can play the fluid substitution game on. He gives |
|
|
12:09 | , he gives velocities, he gives uh huh the 10th series. So |
|
|
12:17 | could do the fluid substitution game with kinds of velocity versus death trends. |
|
|
12:23 | if this these are my fully brian rocks. Again, the same thing |
|
|
12:28 | saw with the dolomite things are more here because porosity is varied with |
|
|
12:33 | We haven't held ferocity constant here. , So the ferocity is decreasing with |
|
|
12:39 | and the velocities go up. You the spread between brian and uh the |
|
|
12:45 | and oil increases as you get shallow the frame modules gets weaker and weaker |
|
|
12:51 | as you get deeper and deeper they closer together. The other significant thing |
|
|
12:58 | , the light live oil is getting and more like gas, so it's |
|
|
13:05 | depth because as temperature increases, it to the modules becomes more similar to |
|
|
13:12 | of gas, Which brings us to 9.2. Uh what is unusual about |
|
|
13:24 | shear wave velocities and explain the p velocity. So we have dry and |
|
|
13:29 | velocities. Notice at 2000 psi differential , there are pairs of measurements being |
|
|
13:40 | . One is as you're increasing The other is as you're decreasing |
|
|
13:45 | So that shows you the histories is on. And um you have the |
|
|
13:53 | in general increasing with pressure here is mains equation. So starting with the |
|
|
14:00 | P wave velocity and adding the brine you two here and in fact, |
|
|
14:08 | we observe in the laboratory is it's more and similarly dry shear wave |
|
|
14:17 | . And these are the observed excuse me, saturated, fully saturated |
|
|
14:22 | wave velocity. So uh describe the , tell me what's unusual about the |
|
|
14:29 | wave velocity and explain the p wave . How can these uh huh velocities |
|
|
14:38 | faster than what gas mains equations predict the dry module. All right |
|
|
14:49 | for the next couple of weeks, hope you will be doing fluid substitution |
|
|
14:57 | your own. And so I've laid a few workflows. You're going to |
|
|
15:03 | to do this in order to answer questions to come. Uh So, |
|
|
15:09 | you can do it in that you can do it in a |
|
|
15:11 | I don't care how you do but but this is uh kind of |
|
|
15:17 | . So suppose I give you vP in density. Give me the martial |
|
|
15:26 | . And so this is following some they stole from tad smith who has |
|
|
15:32 | review paper into physics. And you it's in your reading list. You |
|
|
15:37 | should be reading that. Now. calculates the bulk modules and share modules |
|
|
15:42 | G for share modules instead of Uh So uh the sheer module is |
|
|
15:49 | row the S squared, you've measured . Now, if you don't have |
|
|
15:53 | Bs, you'll predict it from a . P. B. S |
|
|
15:57 | assuming you're fully brian saturated. If not fully brine saturated, that gets |
|
|
16:03 | complicated. And we'll talk about how do that later with the uh we |
|
|
16:09 | an algorithm called the Greenberg Castagna algorithm that enables us to do this fluid |
|
|
16:17 | , starting with any saturation. But , let's assume that we're fully brian |
|
|
16:25 | at this point. So we either VSO we predicted from the V. |
|
|
16:31 | trend. We calculate the sheer modules the sheer module lists and in the |
|
|
16:37 | wave module is roe V. P . We calculate the saturated modules. |
|
|
16:44 | to do fluid substitution, we need few other things. We need the |
|
|
16:50 | module list. So I'm gonna uh that from the mineralogy, we'll talk |
|
|
16:56 | that in a bed. But let's just let's just assume for the moment |
|
|
17:04 | we're dealing with a homogeneous material. it's all courts, for example. |
|
|
17:09 | we'll just use use the solid modules courts. Actually gets, we have |
|
|
17:15 | make some assumptions if we have more one mineral. But right now we're |
|
|
17:20 | going to assume we have course. You need to know the fluid |
|
|
17:25 | So we have the bats long We need to we need to know |
|
|
17:30 | saturation. So from temperature and pressure fluid compositions, we calculate their module |
|
|
17:36 | and we get the fluid module lists uh from the baths along equations and |
|
|
17:44 | applying Woods equation. So all the faces get mixed together and we get |
|
|
17:49 | fluid modules. Um Now that's not to do includes substitution. We need |
|
|
17:56 | know the frame markets. And fortunately we have all of these parameters |
|
|
18:04 | we can calculate the frame modules. here ted smith calls K star, |
|
|
18:10 | like to call it K frame or skeleton. A lot of people call |
|
|
18:14 | K dry. It's just easier notation to use K. D. Or |
|
|
18:19 | dry. So, you'll often see try later. I'll talk about why |
|
|
18:24 | don't like that term que dry. anyway, you rewrite gas and this |
|
|
18:29 | just Gaspar's equations. That L should a subscript. Sorry, this was |
|
|
18:36 | , you know, I stole this . I hadn't noticed that that L |
|
|
18:39 | be sub scripted. Right? So cape fluid there. And I also |
|
|
18:45 | you this equation elsewhere on a previous . So, we can now solve |
|
|
18:50 | K dry. Now we have K . We could rewrite Gaskins equations. |
|
|
18:56 | is a convenient form and we have dry. We have the solid module |
|
|
19:03 | . We have the porosity that must known. And so we would have |
|
|
19:08 | that from the density um fluid module . We calculate the saturated module list |
|
|
19:16 | the new fluid modules. All So, this fluid module is to |
|
|
19:20 | paid dry, was the institute fluid ? This now is the fluid modules |
|
|
19:26 | the new conditions. By the one thing you can do in gasolines |
|
|
19:31 | is calculate the effect of changing right? I can't hold everything else |
|
|
19:37 | and just change the ferocity and see my new case saturated is. That |
|
|
19:43 | won't work. In fact, that works in a backwards direction. |
|
|
19:48 | don't try doing that. The reason warn you is because I've seen people |
|
|
19:52 | to do that. You can't prosperity the same at both saturation conditions and |
|
|
19:59 | , ferocity is the same and dry module. This is the same. |
|
|
20:07 | right. Do influence substitution on the density is easy. That's just the |
|
|
20:12 | balance equations. So, we need need the new fluid density and then |
|
|
20:17 | calculate the velocities from our velocity equations the way, the sheer module |
|
|
20:23 | He doesn't mention what happened to shear . Well, that stays the |
|
|
20:27 | We're going to ignore chemical interactions between fluids and the solid. So, |
|
|
20:33 | is purely mechanical and all the cores in communications such that poor pressures can |
|
|
20:39 | great. So, the sheer this is the same at any saturation |
|
|
20:47 | . So, uh, pretty straightforward . And so you're going to be |
|
|
20:52 | that. All right. So, just run through it again. |
|
|
21:00 | there are different flavors, different ways set things up. So, |
|
|
21:07 | I thought this was a pretty clear of explaining things. So, I'll |
|
|
21:11 | through it one more time and I'm that I have V. P. |
|
|
21:17 | porosity. Those are the only uh I have at 100% water saturation. |
|
|
21:27 | it's A. S. H. equals 100%. Now calculate The velocity |
|
|
21:34 | 50% saturation and with the other fluid whatever could be gassed air, |
|
|
21:42 | you'll use, the appropriate fluid module for those different fluids. So we |
|
|
21:49 | with uh well this is the equation need to solve right? We need |
|
|
21:54 | predict the d. p. at saturation. So we need, the |
|
|
21:59 | module is at 50%. The share is at 50 And the density at |
|
|
22:06 | . Alright, so that's easy So let's go after these one at |
|
|
22:10 | time. So getting you 50% is easy part. Uh We started at |
|
|
22:19 | saturation. So we could use a . P. V. S trend |
|
|
22:22 | we can calculate bs right? And uh we get you 50% from roe |
|
|
22:29 | . S squared. We'll need density do that. And so we're 100% |
|
|
22:34 | saturated. So if the fluid density one and the solid is 2.65. |
|
|
22:40 | gives me the density and the sheer list is roe V. V. |
|
|
22:44 | squared and I'm going to hold that . It since virginity is not affected |
|
|
22:49 | the fluids. So the rigidity at is equal to the rigidity had |
|
|
22:56 | So I've got one out of What's happening? The ferocity, |
|
|
23:01 | And then you said it was sub . But are you supposed to substitute |
|
|
23:07 | number and what? The mass balance there? Now ferocity stays the |
|
|
23:13 | It's what was given or maybe density well, log analysis and a ferocity |
|
|
23:21 | predicted. You need to hold that throughout the fluid substitution process. It |
|
|
23:27 | change in the fluid substitution. If change the ferocity, your predictions are |
|
|
23:32 | to be wrong. Okay, and me, I've seen people do |
|
|
23:40 | Okay, so um The density at saturation. That's an easy one. |
|
|
23:48 | could just use mass balance again, need the fluid density at the new |
|
|
23:54 | . So we could apply mass balance the fluids and it would be the |
|
|
23:59 | saturation times the density of water plus minus the water saturation times the density |
|
|
24:04 | the other thing. The other fluid , oil hair, whenever drilling |
|
|
24:09 | whatever it is. All right. um so that's pretty easy. Um |
|
|
24:17 | it's gas, you know that density going to be quite low. But |
|
|
24:22 | , you can't assume that zero under conditions, but it is going to |
|
|
24:27 | low. So but this will be new density will be on the order |
|
|
24:33 | of half of the uh well, with the a ferocity, but the |
|
|
24:41 | saturation is have so the fluid density be half. And then you get |
|
|
24:46 | new density. Okay, now, need uh The bulk modules that |
|
|
24:55 | And so, right, Gaston's equations way where K dry, I'm using |
|
|
25:03 | . Right. And uh we can this equation and you've got it in |
|
|
25:09 | couple of places or to make life . We could just use a bulk |
|
|
25:17 | versus share modules trend. And it out the sands down, they're about |
|
|
25:24 | . So it's for a clean sandstone stake to assume that the frame both |
|
|
25:32 | is equal to the share modules. won't work if it's the Shelley |
|
|
25:36 | But for clean sands and in the world, that will be a safe |
|
|
25:43 | . All right. And the of course modules has to come from |
|
|
25:48 | that's a long equations and uh we'll pick a number and put it in |
|
|
25:54 | . We now need the fluid mixture. Right? So, we're |
|
|
26:00 | to use with the equation and we're based on the water saturation, we're |
|
|
26:04 | mix the module, list of water the modules of oil or gas. |
|
|
26:09 | this all comes from battle and And we get the new fluid modules |
|
|
26:15 | that's all we need. We have new fluid modules, uh we have |
|
|
26:20 | dry frame modules, we stick these in and we can Now we have |
|
|
26:26 | we need to calculate the velocity Okay, is that clear? You |
|
|
26:40 | be doing it. So you know you have problems, please get started |
|
|
26:46 | that as soon as you can and me know. Uh huh Because they're |
|
|
26:53 | to be a lot of exercises in chapter and it's going to take you |
|
|
26:58 | time. Yeah. All right. you can see that this is a |
|
|
27:04 | of a clumsy uh I should say but it's involved procedure. You |
|
|
27:11 | you need to uh write a program a spreadsheet or have to have used |
|
|
27:18 | else's program to do it. It's like the kind of thing that you |
|
|
27:21 | make a simple calculation on the back an envelope. But if you're in |
|
|
27:25 | rush or you you don't have the for that stuff. Uh There are |
|
|
27:31 | couple of ways you can proceed if just looking for a ballpark figure and |
|
|
27:36 | going to make the argument later that practical purposes maybe a ballpark figure is |
|
|
27:43 | to be close enough. But uh that's the philosophical debate. But let's |
|
|
27:49 | at a couple of alternatives. And is an empirical trend I published many |
|
|
27:55 | ago and another was a paper from where he came up with another heuristic |
|
|
28:02 | which gets you in the ballpark as . So of course coming from me |
|
|
28:10 | purely empirical and so I don't have data to show you. But this |
|
|
28:16 | a polynomial fit between the gas stand and brian sand philosophies. The data |
|
|
28:22 | all proprietary. It was internal to company I was working with, but |
|
|
28:27 | let me publish the equation. And that's what you really need. And |
|
|
28:31 | showed you this one before where if just plot brian stand velocity versus gas |
|
|
28:37 | velocity pretty much follows that trend. there's a lot going on here. |
|
|
28:42 | the relationship between frame modules and brian velocity. There is the effect of |
|
|
28:50 | properties. Now, you know, is old gas ban properties are not |
|
|
28:57 | same, right? Uh this is a rough average to get a |
|
|
29:02 | And uh as you get deeper your , your temperatures go up. So |
|
|
29:06 | have different module. Ivan shallow, . You'll notice that the diagon if |
|
|
29:11 | draw a diagonal here from 5 to . All right. five here to |
|
|
29:17 | . The change is much bigger, and smaller. Deep. And that |
|
|
29:24 | intuitively makes sense. So, this get you in the ballpark. What |
|
|
29:32 | it? A measure up If you your data using your little equation to |
|
|
29:38 | use equations. Yeah, I should should I show you that in a |
|
|
29:44 | . Of course with jasmine's equations, were variables right? You can |
|
|
29:50 | you can have an unusual ferocity for frame module. So, you could |
|
|
29:54 | oil module I instead of gas module Right. So, you could get |
|
|
29:58 | could get a lot of deviation from trend. Uh huh. And I'll |
|
|
30:03 | you that I'll show you the deviations you can get from this trend, |
|
|
30:07 | can be enormous, but we're going put that in a context, in |
|
|
30:12 | practical context, I'll come back to . I'm saying this is better than |
|
|
30:18 | a number out of the air, ? It gets you in the |
|
|
30:21 | Um and maybe you don't, maybe kidding yourself. If you can |
|
|
30:28 | if you can think you can do than that, we'll come back to |
|
|
30:34 | . Okay, This is what Mafco , and his point was, |
|
|
30:38 | to get both modules, I need wet philosophy. Well, what if |
|
|
30:45 | don't have shareware philosophy? So he , let's just use the plane wave |
|
|
30:49 | . That's just robp bro, V squared And concluded that the error in |
|
|
30:55 | predicted velocity is no more than Right? So, a student of |
|
|
31:01 | wrote a paper kind of rebutting this and he was, the paper was |
|
|
31:11 | and uh the reviewers said it was diabolical attempt to mislead the public, |
|
|
31:18 | I I assume that the reviewer must been a stanford graduate. But |
|
|
31:25 | this implies that the PBS relationship, you actually work at all backwards? |
|
|
31:31 | if no having of the PBS ratio U. K. Well then assuming |
|
|
31:37 | you could use them here is the as uh using uh the PBS |
|
|
31:44 | It therefore implies that the PBS So you can work the math, |
|
|
31:49 | math backwards and you know, it show you that the B. |
|
|
31:54 | B. S relationship you get, get has no relationship to reality. |
|
|
31:59 | no rock that gives you a the ratio like that. But the more |
|
|
32:05 | point was the 3% error that was . Uh that's the percent of the |
|
|
32:12 | velocity, right? So um it the error, if the change in |
|
|
32:21 | to the hydrocarbons is 10%,, Then 3% error in the velocity is like |
|
|
32:27 | 30% error in the fluid substitution, you see what I mean. So |
|
|
32:33 | get by sliding the error as a of the total velocity. Uh it's |
|
|
32:41 | that you're doing a better job with fluid substitution than you really are. |
|
|
32:46 | again, maybe in the end it matter. That's a philosophical point. |
|
|
32:50 | we'll come come back to that. , so, uh, this is |
|
|
32:56 | uh Mapco heuristic equation. Oh, so you could compare it to gas |
|
|
33:07 | equations for uh these are clean sand theoretical as you change ferocity uh, |
|
|
33:19 | the error compared to the gasman And what you find is that my |
|
|
33:30 | is uh similar to Mapco at high ease. It's more corrected, intermediate |
|
|
33:38 | . The men goes really bad at porosity is below 10%. But as |
|
|
33:43 | can see, they both go they both got really bad and uh |
|
|
33:49 | these intermediate ferocity is you know percent here, you know, enormous |
|
|
33:55 | And so The approximations relative to gasoline really bad, less than 10% |
|
|
34:04 | But I'm going to make the argument gas men's equations themselves are essentially unusable |
|
|
34:12 | 10% porosity, that there's too much in the input parameters that gets propagated |
|
|
34:20 | that the result you get is pretty and I'll show you that in |
|
|
34:37 | Few other points remember that the I do depend very much on the |
|
|
34:44 | pressure and this was from a paper our own dr Hahn and Mike basil |
|
|
34:51 | impedance, congressional and champagne and simple ratio versus water saturation, shallow and |
|
|
35:00 | in this case the precipitous on off and deep where it's a more |
|
|
35:07 | more well behaved change. Um so keep that in mind. This part |
|
|
35:23 | a way of looking at Gaspar's equations I haven't seen anybody else. Uh |
|
|
35:29 | things in quite this way. And think it's really, you can conceptually |
|
|
35:37 | some important insights from this plot. we're going to remain with this plot |
|
|
35:43 | a while and what it is is cross plot of the frame module lists |
|
|
35:50 | the saturated modules where the saturating fluid this case is brian, so or |
|
|
35:57 | giga pascal's and there is no there also for hypothetical courts. So I |
|
|
36:07 | a known fluid module list, I a known solid module us Uh |
|
|
36:13 | So gas mains equations, I could the porosity and I could have lines |
|
|
36:20 | constant ferocity and calculate the saturated module associated with any frame module C. |
|
|
36:27 | I haven't had to make any assumptions , This is just purely gas mains |
|
|
36:35 | . And what you find is uh , for one thing, at low |
|
|
36:48 | , ma july, the difference between porosity and high porosity is enormous. |
|
|
36:55 | ? As we approach the Stalin module the effect of ferocity becomes quite |
|
|
37:01 | but at low frame ma july the of ferocity dominates. And you can |
|
|
37:07 | that as this term goes to This term is going to dominate, |
|
|
37:13 | if you have low porosity is this is going to get magnified. So |
|
|
37:17 | our 1% ferocity And you can see even with a zero frame modules at |
|
|
37:26 | porosity, this would have to be very strange rock right in the frame |
|
|
37:32 | totally compressible. Uh But it's got ferocity. Right, so how would |
|
|
37:40 | accomplish that? These would have to extremely low aspect ratio for us? |
|
|
37:46 | you would have to have a lot them. Right. So you have |
|
|
37:49 | rock totally fractured to hell and you've approached the critical porosity where the parts |
|
|
37:58 | the rock is just not. It's it would be low essentially plates of |
|
|
38:05 | material that are floating with a film water between the plates basically that |
|
|
38:14 | that's what it would have to And you have a saturated module |
|
|
38:19 | that is almost that of course. right. So, you see from |
|
|
38:26 | we are on this plot, we make inferences about the poor structure. |
|
|
38:31 | I'm here, these have to be low aspect ratio pours. There's no |
|
|
38:37 | way to get a low frame What happens as the frame modules as |
|
|
38:44 | ? This is interesting. What's Well, that happens to be the |
|
|
38:50 | bound. So that's woods equation. these numbers are precisely with equations. |
|
|
38:56 | let let k dry go to And what you find is if you |
|
|
39:01 | with the algebra, you'll wind up with these two terms, you'll wind |
|
|
39:05 | with woods equation again. So, that is so, you can think |
|
|
39:11 | the frame module list has helped of the deviation from the Royce average. |
|
|
39:19 | , now, so here we From 1% porosity to 5%. An |
|
|
39:24 | amount 5 to 10 10-20%,, 30, 30 to 40, 40 |
|
|
39:34 | 100% ferocity. Well, what kind rock is that? 100% ferocity. |
|
|
39:40 | got to be like, you bubbles, right? Like soap |
|
|
39:47 | Right? Uh it's got to be very thin film, like a |
|
|
39:55 | right? The walls of a building the rooms have, you know what's |
|
|
39:59 | ferocity of a building? It would extremely high. Right? So we |
|
|
40:05 | a structure a house of cards basically lots of poor spacing between and what |
|
|
40:11 | find is a pretty linear relationship between material of the walls and the material |
|
|
40:22 | the rooms. Right? So here have fluid modules here, here we |
|
|
40:28 | solid modules. You can see as dry goes to zero the saturated |
|
|
40:34 | ghost cake fluid as K dry goes K solid case, that goes to |
|
|
40:40 | solid. Right. So it's a linear relationship between the two. But |
|
|
40:47 | is the, I think the amazing which is, rocks usually don't occur |
|
|
40:57 | here. What you see is that lines are all converging against This lower |
|
|
41:06 | like so this is a 40% So that's uh nor ours. |
|
|
41:13 | critical porosity line right there. 40% ferocity. You see how the |
|
|
41:21 | converge on that. So, you know, when I have a |
|
|
41:27 | frame module list or the lines are and as I get to lower frame |
|
|
41:32 | I the ferocity is that exist in pulled me there. So I could |
|
|
41:39 | the extreme view and I could say 100% porosity line is the theoretical lower |
|
|
41:48 | of the saturated module. It's versus frame models. And I could then |
|
|
41:56 | what that lower limit gives me in of Hassan's ratio to do that. |
|
|
42:02 | going to have to take the relationship both modules and share modules for the |
|
|
42:08 | frame. So we'll use the dry and remember according to the critical porosity |
|
|
42:14 | , that's equal to the courts, p b s ratio or persons |
|
|
42:20 | Um and equal bulk, unsure modules the same thing. Uh So let's |
|
|
42:28 | let's go to the next plot where well before we do we will eventually |
|
|
42:35 | this to velocities. But before I , I want to look at the |
|
|
42:39 | is change at different Torosidis. So, uh consider this a volume |
|
|
42:48 | , not volume fraction. Consider this fractional change. So you multiply by |
|
|
42:54 | to get percent here. And as measure the for different frame, ma |
|
|
43:02 | at low porosity as you can see the variation of the change in the |
|
|
43:11 | us with a tiny variation in ferocity enormous. So if I'm in this |
|
|
43:20 | , I have to know the porosity , very precisely. Or I start |
|
|
43:26 | large errors here, I'm up to 50% error right in the in the |
|
|
43:32 | of the modules. So again, is going to tell me and this |
|
|
43:36 | just ferocity. I have to know ferocity very accurately now from well, |
|
|
43:42 | how accurate do I usually know the I'd say a good number is plus |
|
|
43:47 | -2%. So, you know, can see the difference right if I |
|
|
43:54 | Uh two vs 6. Right? can see, especially at the low |
|
|
44:01 | module I that's going to be can an enormous difference. Okay, |
|
|
44:07 | we're gonna take this plot and we're to assume a frame Hassan's ratio. |
|
|
44:14 | that allows us to plot V. versus V. S. So, |
|
|
44:18 | the same thing below abnormally low Rocks for a given velocity deviate |
|
|
44:28 | But you can see this 100% line is now acting like a beautiful lower |
|
|
44:35 | on the V. P. S ratio. Right? So, |
|
|
44:39 | no points are low of the PBS than this started line. And, |
|
|
44:47 | enough, here I go from 40% 100% ferocity. So, you can |
|
|
44:53 | there's just not a lot of sensitivity the porosity unless I have in |
|
|
45:00 | abnormally low porosity is for these Right? So, I have shareware |
|
|
45:06 | going towards zero And yet I am low porosity here, 5%. The |
|
|
45:12 | way to do that is to highly Iraq. So, what do these |
|
|
45:17 | low porosity? These mean in terms the PBS ratio, you could see |
|
|
45:22 | they're abnormally high the PBS Russia. , here we are approaching the |
|
|
45:27 | V. S ratio of infinity All right. So, these are |
|
|
45:33 | high B. P. V. . Operations. So, the conclusion |
|
|
45:37 | if I have liquid saturated fractures. we saw that the fractures don't change |
|
|
45:45 | dry sandstone B. P. S ratio. But they will change |
|
|
45:51 | water saturated or oil saturated B. . V. S ratio. So |
|
|
45:56 | might be an avenue to detect If you were in a liquid |
|
|
46:02 | you would look for abnormally high the rations. Now this lower bound, |
|
|
46:12 | mean, I'm going to make the that nature is going to try to |
|
|
46:19 | you towards that lower bound. So or geology over geological time is going |
|
|
46:26 | try to uh close up these low ratio for us. So you could |
|
|
46:32 | that there are disturbance that has been by tectonic stresses for example. But |
|
|
46:38 | time the tendency is for them to . The tendency is to push you |
|
|
46:44 | this line. How do I know ? Well, let's look at the |
|
|
46:48 | the PVS trend, which is this Well, remember we saw before the |
|
|
46:55 | Garden of the PBS trend uh is on top of our empirical be PBS |
|
|
47:02 | And this is the 100% ferocity gasman . So just from the fact that |
|
|
47:09 | frame poison's ratio is bulk and share I are equal forces you onto this |
|
|
47:18 | . So this lower limit is, the fact that our empirical trend occurs |
|
|
47:26 | on that lower limit tells me that is trying to push you towards that |
|
|
47:32 | limit is trying to minimize the P. V. S ratio by |
|
|
47:37 | the low aspect ratio force. Okay, now, to compare to |
|
|
47:50 | measurements, remember Gaston's equations are zero . Laboratory measurements can be uh kilohertz |
|
|
47:59 | megahertz. Hundreds of kilohertz. We're . We need to use equations that |
|
|
48:06 | into account uh the fact that the and solids maybe moving out of phase |
|
|
48:15 | each other. In other words, inertia if I if I move, |
|
|
48:22 | I move the rock frame, the of the fluid in a permeable rock |
|
|
48:28 | lag behind somewhat right. There are , but they're not perfectly in phase |
|
|
48:35 | each other. Plus there's, I'm the rock. I'm going to uh |
|
|
48:41 | crush of gradients in fluids are gonna around in the rock. So the |
|
|
48:46 | theory takes over to listen to account gets more came along and reduced his |
|
|
48:55 | to equations people understood. Uh but is one parameter that we we don't |
|
|
49:03 | what it is or it's called a coupling factor. And uh, the |
|
|
49:11 | is the degree of coupling between the and the solid. When the mass |
|
|
49:17 | factor is infinity, that means perfect and when the mass couple in factor |
|
|
49:23 | one, it means they're completely All right, so, presumably at |
|
|
49:30 | frequency, that would be uncoupled in zero frequency they're perfectly couple. So |
|
|
49:36 | can play that game. We could the mass coupling factor the infinity. |
|
|
49:41 | what you'll find is this reduces to lens equations. Beta is K dry |
|
|
49:46 | k solid. The seas are one the both module is these are |
|
|
49:52 | So that's CB is the frame compressibility this notation. So this is |
|
|
49:59 | B. There is rigidity. Uh if you look at this pretty |
|
|
50:04 | it reduces the gas mains equations um you know, there are a |
|
|
50:09 | of additional terms which we have to into account also because of the inertial |
|
|
50:17 | , we no longer have destiny in denominator. Actually, the mass coupling |
|
|
50:23 | into play in the denominator at well well. And so uh I heard |
|
|
50:29 | Chesnokov talked about frequency dependent density. , it's an apparent density from the |
|
|
50:34 | propagation, right? So you have you have to change the density term |
|
|
50:39 | , and it's the same for both waves and share waves. So, |
|
|
50:45 | the mass coupling factor goes to this becomes zero. So you reduce |
|
|
50:50 | low frequency, that just becomes This term goes away and that terms |
|
|
50:56 | , goes away. So this is minus beta squared in the numerator at |
|
|
51:00 | frequency. Well, that's guess those , if you if you remember by |
|
|
51:07 | way, this does not take into squirt flow doesn't take into account squeezing |
|
|
51:15 | poor and opening up a nearby for that the fluids squirt from porter |
|
|
51:20 | this is a more macroscopic phenomenon. Anyway, we'll we'll look at this |
|
|
51:29 | more detail when we talk if we to dispersion, but there's something else |
|
|
51:36 | exciting that comes out of this Uh huh. We'll come back to |
|
|
51:42 | in this unit. But first I to talk about uh huh laboratory |
|
|
51:50 | Right? So we talked about this we have transducers either side of the |
|
|
51:56 | , we put a pulse in, measure the travel time, right? |
|
|
52:00 | here's the trigger pulse here is away . And you can measure an arrival |
|
|
52:06 | here or maybe an arrival time there whatever. Um And you can do |
|
|
52:11 | while you're varying the saturation and it's to matter whether we use a flow |
|
|
52:19 | or drain it, what it's called , where you let the fluid you |
|
|
52:22 | the Rockwood fluid and then you let fluid drain out, or you imbibe |
|
|
52:28 | the fluid into a dry rock. the fluid gets sucked into a dry |
|
|
52:33 | . We could call that inhibition or could let it drain out of a |
|
|
52:38 | saturated rock, and we would call drainage. We'll come back to that |
|
|
52:43 | a bit. Okay, and we at this chart before. The question |
|
|
52:51 | , is that the story, is uh dispersion, if its dispersion. |
|
|
52:57 | video theory should be able to predict curve. And what we find with |
|
|
53:04 | out theory is we can't predict the . So here we have mass coupling |
|
|
53:11 | okay, brian saturation versus velocity. we have a mass coupling factor of |
|
|
53:17 | . That would be Gaskins equations here have a mass coupling factor of one |
|
|
53:23 | it's predicting dispersion. You can see if you let the mass coupling factor |
|
|
53:30 | dependent on frequency, then you could a variable dispersion here. Uh but |
|
|
53:38 | all happens if you have homogeneous lee Gas in the pore space, it |
|
|
53:46 | happens very close to 100% saturation. what got measured was this, |
|
|
53:52 | So anyway, there's something else going and we'll come back to that. |
|
|
54:02 | one of the keys in understanding what's on is comparing the drainage versus imposition |
|
|
54:10 | . And in this case they didn't it all the way to 100%,, |
|
|
54:15 | I'm not sure exactly why they went to 90% saturation. Yeah, but |
|
|
54:21 | they started with the dry rock and imbibed the liquid into the rock, |
|
|
54:28 | know, baby basically capillary effects sucking into the rock. Maybe they couldn't |
|
|
54:35 | all the way, they might have a vacuum or something to pull on |
|
|
54:39 | . But anyway, uh they went to 90% saturation. You see, |
|
|
54:46 | was until you got to very high that you got a big increase and |
|
|
54:52 | you let the fluid drain out and a much more gradual change, |
|
|
55:00 | Eventually it comes to a similar but there's this big difference and the |
|
|
55:08 | are that here we have a homogeneous and here we have an in homogeneous |
|
|
55:18 | of gas throughout Iraq and between the and we're gonna, we'll try to |
|
|
55:24 | this better later, but it's more just a discretion effect. And we |
|
|
55:31 | going to assume that as far as frequencies are concerned, the rock acts |
|
|
55:39 | you have a homogeneous distribution. So going to use gas masks equations. |
|
|
55:50 | one more really exciting thing comes out B. O theory and I expect |
|
|
55:57 | to memorize these equations for your I'm only kidding here. They're uh |
|
|
56:03 | equations. But I want to point that in the equation for P wave |
|
|
56:11 | at infinite frequency, there's a plus minus sign here, That means there |
|
|
56:20 | two solutions. So, according to B. O theory, there's a |
|
|
56:27 | P wave and there's also a slow wave and no one had ever noticed |
|
|
56:34 | slow P wave before. They're actually than the shear waves. And |
|
|
56:41 | what is the slope P wave? , it's kind of, it's a |
|
|
56:45 | it way through the fluid. And slow P wave attenuate. It's very |
|
|
56:56 | . So, if you set off source at the surface, you would |
|
|
57:01 | if you set up a slow P at the surface, you would never |
|
|
57:04 | a reflect its slow P wave. called evanescent propagation. It just attenuate |
|
|
57:11 | rapidly. You would never see But in the laboratory uh huh they |
|
|
57:22 | able to find these events. uh here we have velocity versus porosity |
|
|
57:30 | a few different samples. So this the fast the wave. This is |
|
|
57:36 | shear wave and this is the slow way and the solid line is predicted |
|
|
57:46 | Vo theory. So this was just amazing outcome. And we've never really |
|
|
57:55 | one in the field. But if take my D. H. |
|
|
58:00 | Class, I'll show you many examples what we call low frequency shadows that |
|
|
58:07 | think are locally converted slow p But that's beyond the scope of this |
|
|
58:20 | . Let me uh Rail against term frame modules one more time. Uh |
|
|
58:29 | dry frame, a dry rock is from Iraq in contact with fluids. |
|
|
58:36 | mean, just walk around a patch dirt in the rain right? Far |
|
|
58:45 | solid when dry, very slippery when . Right? So um the idea |
|
|
58:54 | we want to talk about a dry by the way, and it's not |
|
|
58:58 | clay's where this impacts even at low a loose sands when you wet |
|
|
59:06 | it forms a silica gel and the will actually repel each other slightly. |
|
|
59:14 | reason you can make a sand castle not because of that is another effect |
|
|
59:22 | takes over which is even stronger. the capillary forces capillary pressures uh that |
|
|
59:31 | the sand together. So uh you see that the wedded sands can have |
|
|
59:38 | different frame property than the dry And this most severe. The silica |
|
|
59:46 | are very are overcome a great uh under the kinds of pressures that we |
|
|
59:52 | with. They might be important at very near surface. But that |
|
|
59:56 | the silica chemical interactions are not that . But the client interactions are extremely |
|
|
60:05 | . And it can work in both because the frame to be lower rigidity |
|
|
60:09 | the friends would be more compressible. it could help bind the frame. |
|
|
60:13 | variety of different things can happen. um the dry frame measured in the |
|
|
60:21 | is not necessarily representative of the institute . So the proper way the proper |
|
|
60:28 | frame modules to use is that which extracted from gas fruits equations uh in |
|
|
60:36 | . Two. So it's derived from N. C. Two measurements. |
|
|
60:41 | So I prefer other terms like frame lists, skeleton module lists or drained |
|
|
60:49 | . Um That would be the module where you squeeze the rock and you |
|
|
60:52 | the fluids leave. Um I'm not about drains because maybe the flu is |
|
|
61:00 | get out right. But so I frame and skeleton modules. It is |
|
|
61:08 | we'll call it K. D. K. Drive. But keep in |
|
|
61:11 | it's not totally dry. It's the in contact with the NC two |
|
|
61:21 | All right. And so again, of chemical and interactions could be weakening |
|
|
61:27 | frame where it could be hardening the . Gas mains equations don't take that |
|
|
61:32 | account. Remember the dry frame is same? Uh for both situations. |
|
|
61:38 | , gas mains equations are mechanical, mechanical. All right. So here |
|
|
61:52 | persons ratio for the frame for a of different sediments. Um And the |
|
|
62:00 | sediments would be at the .1. you start getting too dirty or cal |
|
|
62:05 | sentiments goes up 2.2. So it's , pretty small range, But you |
|
|
62:11 | , a difference of .12.2 in the can have a big effect on the |
|
|
62:17 | substitution. So you certainly have to into composition. Uh This is from |
|
|
62:23 | and wang basically a linear straight line . No, pretty much on the |
|
|
62:31 | between frame share and bulk modules, there is significant variation. All |
|
|
62:41 | Leave some words for you to read tad smith. And then the question |
|
|
62:47 | . How does the rock frame module very with ferocity. And this comes |
|
|
62:52 | to our velocity density relationships that are over the place. Right. It |
|
|
62:58 | on how uh liquefied the rockets. here we have some uh synthetic sam |
|
|
63:08 | with an almost linear relationship between the is more like the critical ferocity type |
|
|
63:14 | model. Here we have so, are convex. Up here, we |
|
|
63:19 | concave up. This is both modules sheer modules. Uh here we have |
|
|
63:26 | millennial relationship here. It's more of exponential type relationship. So, a |
|
|
63:34 | variety of different relationships between uh ferocity frame modules. So, it's hard |
|
|
63:41 | build the rock from scratch. It's to say, okay, I have |
|
|
63:44 | sandstone on his ferocity is such and . Therefore it's frame modules will be |
|
|
63:48 | and such. It's much better to the frame module us from the institute |
|
|
63:54 | if you can now a couple of models to use um to look at |
|
|
64:06 | relationship between frame module and ferocity. the Creek model and there's the critical |
|
|
64:14 | model. We already talked about this . Both of these models. You |
|
|
64:19 | that the ferocity term here cancels out I take the ratio K over |
|
|
64:26 | So both of these have persons ratio the frame equal to Parsons ratio of |
|
|
64:33 | grains. And that just happens accidentally be true for courts, clean coarse |
|
|
64:40 | stones. But it's not true for mythologies. Uh There's another way to |
|
|
64:45 | this. You could just uh say the frame property is equal to uh |
|
|
64:52 | . The uh the uh mineral both time say one minus ferocity to some |
|
|
65:01 | . Right? It could be depending the rock how liquefied the rock |
|
|
65:06 | It could be different powers. increased model. He has a specific |
|
|
65:11 | here. Uh But you could just this exponent to uh to match the |
|
|
65:19 | . And you could do the same with the critical process. The |
|
|
65:23 | You can add an exponent here. And I did that in one of |
|
|
65:28 | papers white and Castagna in geophysics. uh this way you can fit rocks |
|
|
65:36 | don't obey the critical ferocity model. huh. These two models are very |
|
|
65:44 | . Uh the the critical ferocity models of catastrophic. Right? The frame |
|
|
65:51 | goes to zero precisely at the critical , where's the creep model? Uh |
|
|
65:57 | a more gradual change, Right? it takes more time to go to |
|
|
66:03 | to zero. Um So um but very similar when you're not at the |
|
|
66:16 | process. So for the times the , rocks we're dealing with, both |
|
|
66:20 | these models give similar results. so here we have some uh measurements |
|
|
66:29 | stands from a variety of authors and these particular measurements are a linear |
|
|
66:38 | Uh And these have a different linear . These rocks are interesting because these |
|
|
66:45 | synthetic crops. These are synthetic sand . And uh they've either been |
|
|
66:52 | you know, the grains have been to the point where they fused together |
|
|
66:58 | otherwise cemented to each other. So is as highly liquefied as you can |
|
|
67:04 | . and you notice they're even at . They're hanging in there, |
|
|
67:08 | because of the grains being bonded Whereas these rocks are losing it at |
|
|
67:16 | 40%. So you can fit various to these things. So here we |
|
|
67:22 | two different critical porosity models which is with the critical porosity model, you're |
|
|
67:29 | to change the critical porosity for different types. So it would be appropriate |
|
|
67:34 | change it for these rocks. Um Anyway, so the creep model |
|
|
67:42 | not work for these most highly liquefied rocks and as I said, the |
|
|
67:49 | porosity model tends to be a practical bound now to get more precise in |
|
|
68:02 | predictions, we have to start taking account the poor shape and there are |
|
|
68:09 | different ways to do this. Um to be very honest, none of |
|
|
68:14 | techniques are really useful for predictive Um However, they are worthwhile for |
|
|
68:24 | us conceptual understanding of what's happening. uh here K. M. Is |
|
|
68:31 | mineral module lists. And we're looking the custard tuxedos effective module lists. |
|
|
68:38 | ? So this is what we're going be trying to predict. And uh |
|
|
68:44 | algebra is such that these are the ma july of the individual constituents. |
|
|
68:50 | you're summing these terms for the different uh that we're going to build up |
|
|
68:58 | rock. So here we are making rock from scratch. So um we |
|
|
69:03 | the bulk module lists of the individual , but there's a term here which |
|
|
69:12 | um related to the poor geometry. so you can stick different ports that |
|
|
69:19 | can put different equations into these Um If we get to it, |
|
|
69:25 | look at some of the different not in this section though. Um |
|
|
69:30 | just keep in mind that the poor is accounted for there and we could |
|
|
69:39 | different kinds of predictions. So look the predicted dry bulk modules versus ferocity |
|
|
69:50 | um you can assume spherical forests. we've seen this before, we looked |
|
|
69:57 | these kinds of calculations And we're looking aspect ratios at .1. So all |
|
|
70:03 | ferocity has an aspect ratio .1. you see there's a stronger dependence of |
|
|
70:09 | modules on ferocity when you have a aspect direction uh in a lower aspect |
|
|
70:16 | would even have a stronger dependence. problem with the custard tacos model is |
|
|
70:22 | works as only ballad for dilute concentrations pores. So you can have |
|
|
70:30 | zor concentrations of that particular aspect ratio than the aspect ratio. So this |
|
|
70:37 | has to start stop at .1 hysterical . You could go all the way |
|
|
70:43 | one. Right? But here you but you can get to higher porosity |
|
|
70:52 | if you let a lot of if look at a mixture of aspect ratios |
|
|
70:55 | you let a lot of the ferocity accommodated in the spherical porous and then |
|
|
71:02 | add cracks to that porous material. so that's what's being done here. |
|
|
71:11 | it's 6% sparkle. uh Uh huh which gives you a which would give |
|
|
71:19 | a certain velocity And then you add ratios of .1 or .01. Uh |
|
|
71:28 | this is a crack concentration 4.01. could not go to more than |
|
|
71:35 | So you can't go to more than correct concentration, .01 aspect rations. |
|
|
71:42 | this is a very low uh huh of ferocity contained in these cracks having |
|
|
71:51 | dramatic effect on the velocity. Okay um that is why uh huh when |
|
|
72:04 | put a rock under pressure you get big change in velocity without changing the |
|
|
72:09 | . The very much because you're closing very flat cracks. Now, interestingly |
|
|
72:19 | at the D. P. S. Ratios. Uh This is |
|
|
72:24 | , remember this is we're talking about rock frame here and uh we're seeing |
|
|
72:29 | very small difference with aspect ratio. You know in some cases you can |
|
|
72:36 | the B. P. V. ratio With other aspect ratios. You |
|
|
72:40 | decrease the aspect ratio but not by much right? So we're all on |
|
|
72:46 | order of 1.5. And this is with them with what we've seen |
|
|
73:00 | Now another thing that is often assumed the dry frame is that the dry |
|
|
73:08 | is not disperse it. So beyond , as we go from zero frequency |
|
|
73:15 | ultrasonic uh Or really there are a of different theories which would predict a |
|
|
73:23 | , there would be a low frequency . High frequency limit in some kind |
|
|
73:27 | ramp in some theories that ramp is fast over a small frequency range. |
|
|
73:34 | If you combine a bunch of different you can put that over a wider |
|
|
73:40 | range but there's some low frequency limit some high frequency limits and the difference |
|
|
73:46 | the low frequency limit and the high limit would be uh the dispersion, |
|
|
73:51 | see or the difference between zero frequency met the frequency of your laboratory measurements |
|
|
74:00 | be the observed dispersion. Uh dry are assumed to have at very little |
|
|
74:10 | . And the reason this is so because dispersion is linked to attenuation. |
|
|
74:18 | I have frequency dependent insinuation, I must have dispersion. The two go |
|
|
74:24 | in hand, we'll have, you , I hope we do have |
|
|
74:28 | We should have time to talk about more in this class. But in |
|
|
74:34 | rocks, the solid solid friction is small. So the attenuation is much |
|
|
74:42 | in dry rocks than in uh saturated . Or partially saturated rocks usually have |
|
|
74:49 | highest attenuation. Ok, so coming to BEOS high frequency equations, I'm |
|
|
74:59 | uh repeating this here. Um If going to try to pull out the |
|
|
75:09 | frame modular, so remember be as over K matrix and we have Katie |
|
|
75:15 | . So, if we want to this for the dry frame frame matrix |
|
|
75:19 | for the matrix frame, If I with ultrasonic measurements and I use gas |
|
|
75:28 | equations, I'm going to get the frame modules. So for ultrasonic |
|
|
75:34 | I should use a mass coupling factor the order of one closer to |
|
|
75:41 | Whereas gas mains equations are assuming So let's see what happens. Let's |
|
|
75:47 | if we if we extract the bulk shear module I from laboratory measurements on |
|
|
75:54 | rocks, uh, saturated rocks extracted gas mains equations or from saturated rocks |
|
|
76:04 | BEOS equations. So I'm going to right to the results here because we're |
|
|
76:10 | out of time. But as we've before, if we cross quad, |
|
|
76:15 | modules versus sheer modules for sand dry sand stones, uh you get |
|
|
76:22 | trend, we're pretty much on the , right? So both modules is |
|
|
76:29 | equal to share modules And our intercept of a regression trend is zero. |
|
|
76:34 | ? Both modules equal share modules. a constant ratio as one goes to |
|
|
76:40 | , the other goes to zero. the other hand, if I make |
|
|
76:45 | measurements on brian saturated sands, towns I use gas mains equations to extract |
|
|
76:53 | bulk of share module I, what I find the bulk modules, I |
|
|
76:57 | always significantly greater than the sheer I have an intercept here. So |
|
|
77:04 | with songs ratio is much higher. cave amuse hire persons ratio is |
|
|
77:09 | The DPD s ratio is higher. this could be a lead you to |
|
|
77:15 | wrong predictions, if you assume that is the uh, the dry frame |
|
|
77:23 | that you're going to use using gas equations on the other hand, if |
|
|
77:29 | go ahead and do the same but assume a mass coupling factor of |
|
|
77:34 | embryos equations. You come back to , unsure module have been approximately |
|
|
77:42 | So this is, I think, important result, and It gives me |
|
|
77:50 | to be able to uh, use , Hassan's ratio .1 for the dry |
|
|
77:57 | . I see it in dry sand . And when I use the correct |
|
|
78:01 | , I could back that out from video theory. Okay, well, |
|
|
78:06 | all I have for tonight. any |
|