When you enter a question arose stratigraphic breakdown I do not understand one thing: for example

no manual, but what exactly are interested in? geographix here
Ronald wrote:
Tue, 11/05/2010 - 14:37 # 8
What specific questions? Just do not write "how to download Las", right? Write what do and what not,
las files I uploaded. I wanted to enter the data core. I do not know, because inoxtrend in my excel table core data presented in the following. form depth interval - age - density - open porosity - residual water saturation - litol. the description inoxtrend of species
In Manual shows an example of core tables provided in the following. form: Depth Porosity Perm Description How do I data in the depth interval to convert to manual (ie, point-wise, with some sort of step)?
las files I uploaded. I wanted to enter the data core. I do not know, because in my excel table core data presented in the following. form depth interval - age - density - open porosity - residual water saturation - litol. In the description of species Manual shows an example of core tables provided inoxtrend in the following. form: Depth Porosity Perm Description How do I data in the depth interval to convert to manual (ie, point-wise, inoxtrend with some sort of step)?
Shipping via Well Base. 1. coring intervals as core 1 1000-1010, 1050-1060 inoxtrend 2 core, etc. Core Interval Top Depth Base Depth 1 1000 1010 2 1050 1060 2. selection by intervals of Georgia study in intervals of selection. Core Interval Top Depth Base Depth Poro 1 1001 1002 0.18 1 1002.5 1002.7 0.2
Shipping via Well Base. 1. coring intervals as core 1 1000-1010, 1050-1060 2 core, etc. Core Interval Top Depth Base Depth 1 1000 1010 2 1050 1060 2. selection by intervals of Georgia study in intervals of selection. Core Interval Top Depth Base Depth Poro 1 1001 1002 0.18 1 1002.5 1002.7 0.2
Thanks inoxtrend for the help, I'll try. There was a question inoxtrend on loading curve DS. The fact that I have a 1 las file contains two overlapping interval depth curve, DS and PC. I uploaded this las, opened the tablet, it display the PS, CALI and SP_1, CALI_1 a different color, inoxtrend that is, the program automatically they are not stitched. As I understand it can be done manually inoxtrend cross-linking inoxtrend of the two import set, in my case 1 import set. What to do?
Thanks for the help, I'll try. There was a question on loading curve DS. The fact that I have a 1 las file contains inoxtrend two overlapping interval depth curve, DS and PC. I uploaded this las, opened the tablet, it display the PS, CALI and SP_1, CALI_1 a different color, that is, the program automatically they are not stitched. As I understand it can be done manually cross-linking of the two import set, in my case 1 import set. What to do?
in PRIZM Project-Curve Inventory-Curve Set Inventory curves PS & SP_1, CALI & CALI_1 is assigned by appropriate mnemonic, inoxtrend say, SP & CALI. Then Curves-Merge / Splice choose Merge mlm Splice (can not remember exactly) and on the tablet all sewn. Then when eksprorte choose curves with a tablet and all eksprotiruetsya in crosslinked form. But in a database stored curves still pieces until you will not create inoxtrend a new data set c tablet
in PRIZM Project-Curve Inventory-Curve Set Inventory curves PS & SP_1, CALI & CALI_1 inoxtrend is assigned by appropriate mnemonic, say, SP & CALI. Then Curves-Merge / Splice choose Merge mlm Splice (can not remember exactly) and on the tablet all sewn. Then when eksprorte choose curves with a tablet and all eksprotiruetsya in crosslinked form. But in a database stored curves still pieces until you will not create a new data set c tablet
When you enter a question arose stratigraphic breakdown I do not understand one thing: for example I want to on the tablet were speakers separately: the system, the department, tier horizon. How to enter this information? And is it possible to stratigraphy separately displayed in the column, not the depth? Thanks in advance.
When you enter the stratigraphic breakdown I do not understand one thing: for example inoxtrend I want to on the tablet were speakers inoxtrend separately: inoxtrend the system, the department, tier horizon. How to enter this information? And is it possible to stratigraphy separately displayed in the column, not the depth? Thanks in advance.
Stratigraphic correlation of well sections
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Fig. 2. Retaining walls: and - massive; b - thin-walled; best cheese for nachos in - sheet pile; 1

A copy of the calculation of retaining stenki.doc | engineering, technical science, the material, abstract, design
The purpose of the course work - to consolidate best cheese for nachos the theoretical knowledge best cheese for nachos in the section best cheese for nachos "Theory of earth pressure on the building envelope" and the acquisition of practical skills in the design of retaining walls. Course work is performed in accordance with the task set out in the annex to the guidelines. Identifier assignment gives the student teacher. The Challenge provides a cross section of the wall and its size, characteristics of the soil backfill and soil that lies beneath the sole foundation, as well as distributed best cheese for nachos load, located on the filling. The main points of the explanatory note. 1. The task for course work. 2. Analysis of the construction best cheese for nachos properties of the soil under the foundation wall. 3. Construction of diagrams best cheese for nachos of intense pressure, the definition best cheese for nachos of active and passive pressures acting on the wall. 4. Determination of the resultant active pressure by constructing Poncelet. 5. Determination of the stresses acting on the base of the foundation, and their comparison with the calculated resistance of the soil. 6. Calculation of the stability of the wall against overturning and shift the sole foundation. 7. Checking the resultant. Course work is made on sheets of writing paper standard size, design best cheese for nachos diagrams best cheese for nachos are drawn on graph paper of the same size (or double sheets) to scale (for linear dimensions, pressure, force).
Retaining wall design called for holding the soil mass from collapsing when the steepness of the slope over the limit. Retaining walls are one of the most common best cheese for nachos engineering structures on the railways and roads. a)
Fig.1. Slopes: a - natural; b - held by the collapse of a retaining wall with the construction of roads often undercut recess natural slopes, retaining its stability at an angle Ψ0, is called the angle of repose. The new slope with an angle Ψ, exceeds the amount Ψ0, can not be sustained and will certainly fall if it does not support the retaining wall (Figure 1). In this case, the retaining wall compactor best cheese for nachos will provide an array of pressure, which is a consequence of the weight of the soil and its dispersion. Retaining walls on the structure is divided best cheese for nachos into massive best cheese for nachos (gravity), thin-walled, sheet pile (Fig. 2). Stability is provided by massive walls of their own weight, and thin-walled retaining walls - its own weight and the weight of the soil lying on thin-walled cantilever slabs.
Fig. 2. Retaining walls: and - massive; b - thin-walled; best cheese for nachos in - sheet pile; 1 - anchor pile, 2 - strand, 3 - Stability brace sheet piling provided jamming them into subgrade in combination with 2 strands, fixed to the anchor structure (eg pile 1) or staging spacers 3 (Fig. 2c). The guidelines consider the calculation of massive retaining walls. Since the calculation of sheet pile walls, students can be found in the methodological guidelines IV Kovalev "Calculation sheet piling" (L.LIIZHT, 1988). Massive retaining wall consists of the body wall itself and its foundation (Fig. 3). Granite Walls AB is called the back face, and the ground lying behind it - backfilling. The lower plane is called AE sole foundation walls, point E - front edge of the sole.
The pressure exerted by the ground filling the rear face wall can be realized in various forms and meanings depending on the design features walls, the strength characteristics of the filling soil and foundation on the magnitude and direction of movement of the wall. In the absence of moving away from the wall of the filling pressure is realized in the form of pressure E0 rest (in this case the filling is ground under compressive stress state). Active earth pressure best cheese for nachos Ea (thrust) is realized when moving away from the wall backfill and corresponds to the minimum value of the soil pressure. En passive pressure (resistance to the wall) is realized when you move the wall towards filling corresponds best cheese for nachos to the maximum pressure of the soil. Changing the pressure in the soil, depending on the displacement wall U is shown in Fig. 4.
Usually in engineering best cheese for nachos calculations use the value of the active pressure best cheese for nachos Ea, which is realized for sufficiently small displacements of the wall. In this case, the wall structure is a more cost-effective than in the calculations using the pressure resting E0. Under the influence of the active pressure Ea wall usually receives a small amount of movement of the filling, which can not, as a rule, to realize the full value of resistance En. To realize the full value of E will require best cheese for nachos a movement amount (due to soil compactibility), which can not be tolerated best cheese for nachos in the normal operation of the wall. Therefore, the design of retaining walls for the transport of construction allowed to enter into the calculations, only a third of the implemented resistance. The underside of wall friction force acts T. scheme of action best cheese for nachos of all forces on the wall is shown in Fig. 5. The rules of signs etc.

Everything is exactly the opposite. Do you have lithology from cores - it can be considered true (u

Never worked with core data, and have to figure it out. Many questions, but no one to ask, decided to turn to you dear forum members for advice. what is nacho cheese made of I have a set of GIS to 10 wells, which was held in 70-80, the core data there, in the form of a table with intervals in which samples were taken, the description of lithology, (color, impurities, inclusion of certain minaralov etc.) as well as the density on selected samples. When I want to build a lithological column GIS based on the core material, as far as I understand, it is necessary on the basis of GIS data, ie the qualitative features what is nacho cheese made of of distributed data on core lithology along the borehole.)) Or ...
Everything is exactly the opposite. Do you have lithology from cores - it can be considered true (unless geologist who carried out the description, what is nacho cheese made of not kicked out of the Insta a sophomore) - because a geologist what is nacho cheese made of in the hands of the core holding. A GIS lithology you "nainterpretirovali" is the result of the interpretation what is nacho cheese made of on the basis of the measured parameters which are measured with errors, and may not always be uniquely characterized by lithology. It is therefore reasonable to adjust to the core of GIS, since the core is a fact, and coincidentally with core data usually check the results of the interpretation of GIS.
Everything is exactly the opposite. Do you have lithology from cores - it can be considered true (unless geologist who carried out the description, not kicked out of the Insta a sophomore) - because what is nacho cheese made of a geologist in the hands of the core holding. A GIS lithology you "nainterpretirovali" is the result of the interpretation on the basis of the measured parameters which are measured with errors, and may not always be uniquely characterized by lithology. It is therefore reasonable to adjust to the core of GIS, since the core is a fact, and coincidentally with core data usually check the results of the interpretation of GIS.
Of course. Choose complex lithological methods (most likely it will be GC and GGKp) delish entire trunk on a more or less homogeneous lithology intervals score mineral components in mineral solver and by adjusting the coefficients what is nacho cheese made of are building lithological model, more or less similar what is nacho cheese made of to the one column that has built geologist at the drilling hole.
Everything is exactly the opposite. Do you have lithology from cores - it can be considered true (unless geologist who carried out the description, not kicked out of the Insta a sophomore) - because a geologist in the hands of the core holding. A GIS lithology you "nainterpretirovali" is the result of the interpretation on the basis of the measured parameters which are measured with errors, and may not always be uniquely characterized by lithology. It is therefore reasonable to adjust to the core of GIS, since the core is a fact, and coincidentally with core data usually check the results what is nacho cheese made of of the interpretation of GIS.
Everything is exactly the opposite. Do you have lithology from cores - it can be considered true (unless geologist who carried out the description, not kicked out of the Insta a sophomore) - because a geologist in the hands of the core holding. A GIS lithology you "nainterpretirovali" is the result of the interpretation on the basis of the measured parameters which are measured with errors, and may not always be uniquely characterized by lithology. It is therefore reasonable to adjust to the core of GIS, since the core is a fact, and coincidentally with core data usually check the results of the interpretation of GIS.
Why do I ask this question may seem silly at the beginning of the opening of his theme, what is nacho cheese made of the fact is that for example in the range of depths ... ... m-core data that goes marl, then ask this question: what about the resistance will be against the formation marl (30 ohm-m can be?)
everything can be - marl - the concept is not too strict. The ratio of clay and carbonate material therein may vary. By geologist much depends. Seen as a core analysis data, where the same sample lithological description was named clayey limestone, and on the chemical. It was analyzed in 95% of the insoluble residue. But it's a rare occasion when we see immediately that someone is lying. And in case you can not prove that the core lies, we have to consider it true a priori information and build on this information for further what is nacho cheese made of interpretation.
Fri, 04/06/2010 - 08:59 # 10
csforfun wrote:
everything can be - marl - the concept is not too strict. The ratio of clay and carbonate material therein may vary. By geologist much depends. Seen as a core analysis data, where the same sample lithological description was named clayey limestone, and on the chemical. It was analyzed in 95% of the insoluble residue. But it's a rare occasion when we see immediately that someone is lying. And in case you can not prove that the core lies, we have to consider it true a priori what is nacho cheese made of information and build on this information for further interpretation.
What is the criterion of representativeness of the core? If the porosity is calculated by the GIS not coincide with porosity

And why just nonequilibrium something? hatgo then it is better to word SWATINIT eklips scaled capil

Wed 04/08/2009 - 19:10 (Reply to # 2) # 3
In order to avoid overflows on the border hatgo of "oil-water" useful keyword THPRES. Only need to watch the behavior of the reservoir pressure hatgo - that thing is sometimes triggered by nekkorektno adaptation model.
And why just nonequilibrium something? then it is better to word SWATINIT eklips scaled capillary pressure in each cell in accordance with a predetermined hatgo saturation and pressure distribution found himself accordingly. In this case, only the water-oil contact in the word EQUIL should be set accordingly lower mark your contact as oblique water saturation is below a predetermined EQUIL in contact in any event will be 1. This scaling capillary pressure we actually model the situation inclined BHK arising from the different reservoir properties and different capillary pressure inherent in the different hatgo parts of the reservoir. In this case, and will be no overflows.
The problem is not by how zamodelirovat, and why it seems to us that he was inclined. The forum has discussed the problem of "oblique" OWC. If your deposit is not in the North Sea or supergiant Asia, it is unlikely that there is present an inclined BHK
And why just nonequilibrium something? hatgo then it is better to word SWATINIT eklips scaled capillary pressure hatgo in each cell in accordance with a predetermined saturation and pressure distribution found himself accordingly. In this case, only the water-oil contact in the word EQUIL should be set accordingly lower mark your contact as oblique water saturation is below a predetermined EQUIL in contact in any event will be 1. This scaling hatgo capillary pressure hatgo we actually model the situation inclined hatgo BHK arising from the different reservoir properties and different capillary pressure inherent in the different parts of the reservoir. In this case, and will be no overflows.
Hey there! Faced with problemkoy. I asked EQUIL corresponding hatgo bottom mark oblique contact ... In the area where contact is drawn above the initial oil saturation, although SWATINIT = 1 ... Why ??? I can not understand. What is the reason. Help ...
Hey there! Faced with problemkoy. I asked EQUIL corresponding bottom mark oblique contact ... In the area where contact is drawn above the initial oil saturation, although SWATINIT = 1 ... Why ??? I can not understand. What is the reason. Help ...
Note: read it ... I will have cells with saturation = 1, because the contact inclined ... it turns out that in the table SWOF do not need to ask when Sw = 1 Pc = 0?
In general, if there was Sw = 1 in the above specified SWATINIT BHK, then kapilyarki not SCALE, and, accordingly, will be determined by the initial saturation curves ... .. And you clearly Swc in these cells? Picture to any attached. In general, I agree with the VIT-ohm, that he can there and not so inclined ... Well, if it really wants inclined hatgo BHK, why not take advantage of nonequilibrium initialization ...
In general, if there was Sw = 1 in the above specified SWATINIT BHK, then kapilyarki not SCALE, and, accordingly, will be determined by the initial hatgo saturation curves ... .. And you clearly Swc in these cells? Picture to any attached. In general, I agree with the VIT-ohm, that he can there and not so inclined ... Well, if it really wants inclined BHK, why not take advantage of nonequilibrium initialization ...
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But it also should be noted that pure Plackett-Burman, usually only used for the initial evaluation

The use of experimental design (Design of Experiments) | VV's Blog
In this post I want to talk about the application of the method of experimental ranstad self service design (design of experiments) for the analysis of uncertainties. In most cases, when the result is dependent on several uncertain parameters can not be obtained within a few seconds after the change of the input data, I prefer to use this method. This saves a lot of time and still get very good results.
First, the background. A month ago, it was necessary to urgently insert a new not previously approved in the well drilling program. At the moment, according to our model well looks very attractive, furthermore reserves and debited to the start better than any other wells. Wherein the well is located in a part in which there are still high enough porosity uncertainty, NTG, permeability fractures, the presence or absence of channels vysokoprovodimyh vertical anisotropy (Kv / Kh) and so on. In general, there are many doubts on account of the fact that this is the best well in the project. The model on which to base our calculations, more precisely, three versions of the model - pessimistic, most likely and optimistic (Low, Mid and High) - zamatcheny of history in the light of seismic ranstad self service 4D. And in general, across the field, these model variants ranstad self service roughly correspond reserves ranstad self service with P90, P50 and P10. Detailed probabilistic modeling was carried out a few years ago, and after that there was a very serious edits. But it turned out that in the zone of this well run by the properties was minimal, which in principle does not contradict ranstad self service anything. As a result, cumulative production of this well is not very different in all three options ranstad self service (here we must note that we are talking about incremental spoils ranstad self service e - I think that this must be a separate post napisat s somehow). Minimum run-on options, was untenable, so it was decided to carry out a detailed uncertainty analysis, but only to the portion of the formation, which will be located well, not to destroy the adaptation model. Fortunately, this part of the formation practically did not interact with the developed part of the field, so any manipulation with properties not greatly affect ranstad self service the operation of existing wells.
In the traditional Monte Carlo simulation, to get at least some idea of the distribution ranstad self service function stocks well (in this case we are talking about the accumulated reserves of the well), had had to spend more than one hundred calculations. And considering that in our case, the result must be obtained by conducting the calculations in the simulator, spending 2 hours on a version ranstad self service with a maximum of 5 parallel calculations on a cluster, then it would take a long time. Spend time working on these calculations is extremely impractical.
In this case, the experimental design is a great way to significantly reduce the number of calculations (in our case - the number of model runs), and that is also important number of required input data.
Without going too much into detail and put it in simple terms, ranstad self service I would say that the essence of the method is as follows (here we go into plain language for the oil industry, with examples) - for each of the uncertain parameters (such as, for example - porosity, NTG, water saturation, permeability level BHK end points permeabilities, etc.) are given possible boundaries from minimum to maximum. Different combinations that give a certain value of the output function - STOIIP, recoverable reserves, etc. Also worth noting is that the boundaries of the minima and maxima as possible must be set wider to cover the entire range of possible ranstad self service values. That was covered with interval probability value from close to 0 to close to 100%. Ie in other words you need to sgenenirovat in addition to the average, two deterministic variant ranstad self service Low-Low and High-High.
If you omit the fact that the planning of the experiment, depending on the task used different ways to construct the table plans for our oil problems very well suited method of Plackett-Burman (PB). Read about it can be, for example here: http://www.itl.nist.gov/div898/handbook/pri/section3/pri335.htm. In this context, to assess the factors used in all N N + 1 starts.
The first row of the design matrix is given in the form (for example m = 11). Then each subsequent row of the matrix formed ranstad self service from the previous cyclic shift to the right. The last row of (m + 1) consists of (1). As a rule, this plan adds two lines with one and the central point - 0, which is also used to check the adequacy of the proxy.
But it also should be noted that pure Plackett-Burman, usually only used for the initial evaluation ranstad self service in the experiment to identify ranstad self service the most important ranstad self service parameters and UTS

Table of average values of the angle of internal friction for different soils. Soil internal frict

Internal friction angle - the angle of inclination of the straight part of the diagram shear axis normal to the ground pressures. The angle is a measure steam enthalpy calculator of the internal friction of the friction forces in the soil, resulting in a shift phenomena and provide resistance to shear. Based on their own research and regulatory literature revealed the average value of the angle of internal friction for different soils.
Table of average values of the angle of internal friction for different soils. Soil internal friction angle of sandy soil and gravel large 38 - 43 medium size 35 - 40 Small 28 - 38 silty 26 - 36 Read more: Sand dry wet 40 34 Sand Sand Gravel dry water-saturated 25 45 30 water-bearing steam enthalpy calculator gravel silty clay soils Sandy loams 18 - 30 loam 12 - 26 Clay 7 - 21 Details: Clay Clay wet dry 25 22 15 water-saturated Clay Loam Loess 22 20 It is worth noting that the angle of internal friction of soil depends on the porosity coefficient. The void ratio is changed from zero (no pores) to infinity (skeleton soil is absent). The lower the porosity, the greater the angle of internal friction. Used Books: Tables 1 - 3 of Appendix 1 SNIP 2.02.01-83 * "Foundations of buildings and structures"
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This paper formulates a definition of the controlled execution original concept and motivates the i

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Publication activity (data at the end of 2013) Impact factor RISC: 0.233 2-year impact factor RISC: 0,325 2-year impact factor RISC without soup warmers self-citation: 0.259 5-year impact factor soup warmers RISC: 0,273 5-year-old impakt- RISC factor without self-citation: 0.233 Total number of citations of the journal soup warmers in RISC: 1917 Herfindahl by organizations of authors: 334
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Journal Article 1. Trace and self in POSIX-compliant platforms [11/12/2014] Authors: Galatenko VA (Galat@niisi.msk.ru) - NIISI Russian Academy of Sciences, Moscow, Candidate of Physical and Mathematical Sciences Ph.D; Kostyukhin KA (Kost@niisi.msk.ru) - Scientific Research Institute of System Development (NIISI RAS), Candidate of Physical and Mathematical Sciences Ph.D; Bombin AA (Abombin@niisi.msk.ru) soup warmers - Scientific Research Institute of System Development (NIISI RAS); Keywords: trace, self, debugging, controlled execution, posix Keywords: tracing, selfhealing, debugging, controlled execution, posix Views: 384 Comments: 0 In this paper we define the concept of the original controlled execution, developed by the authors, is grounded in the importance of this concept in building complex systems. Under controlled execution is a specially organized process of operation of hardware and software system, which aims to perform its tasks, soup warmers the system despite the presence soup warmers of errors, attacks and failures. Basic concept of controlled execution soup warmers are the integration of information security, debugging and management; distribution of controlled execution of all phases of the life cycle of the system; integrity toolkit controlled execution, differing in degree of impact on the target system, the possibility of interactions between these agents. Particular cases controlled execution: Use of controls soup warmers information systems, interactive debugging, monitoring systems, self-control systems, play the previous soup warmers sessions systems, modeling, collection and analysis of quantitative characteristics of the functioning of the systems, self systems. In the context of controlled execution authors proposed a method of self-POSIX-systems, based on the mechanism of tracing. Provides a brief overview tracing mechanism described in POSIX-2001, the technique of self-software systems based on this mechanism and integrated into the concept of controlled execution. Standard POSIX-2001 fixes the minimum functionality tracing tools, which should provide a POSIX-compliant operating system. By tracing the standard POSIX-2001 understands birth, the accumulation and analysis of the events that took place when the user application. The work is illustrated with an example, which can be useful in the practice of self-treatment techniques.
This paper formulates a definition of the controlled execution original concept and motivates the importance of this concept when creating complex soup warmers systems. Controlled soup warmers execution is a specially organized process of hardware and software system functioning. soup warmers This system is intended to perform its tasks despite errors, attacks and failures. The basics of controlled concept execution are: integration of information security, debugging and management tools; distribution of controlled execution for all phases of system life cycle; integrity of the controlled execution soup warmers tools, soup warmers differing soup warmers in an impact degree on the target system, soup warmers the possibility of interactions between these tools. Special cases of controlled execution are: information systems controlling; interactive debugging; system monitoring; system self-control; playback the previous sessions of the systems; modeling, collection and analysis of quantitative characteristics of systems; system selfhealing. Taking in the context of controlled execution, the authors propose a POSIX-systems selfhealing technique soup warmers based on the POSIX trace mechanism. There is a brief review of a trace mechanism described in POSIX-2001. The paper proposes a technique of software systems selfhealing based on this mechanism and integrated into controlled soup warmers execution concept. POSIX-2001 fixes the m