SPE Copyright 2007, Society of Petroleum Engineers

Size: px
Start display at page:

Download "SPE Copyright 2007, Society of Petroleum Engineers"

Transcription

1 SPE Better Reservoir Manageent Through Iproved Water Injection Methods With Data Analysis and Detailed Fracture/Reservoir Modeling Håvard Jøranson, Statoil, SPE, Henry H. Klein, H K Technologies, SPE, Arne M. Raaen, Statoil, SPE, Michael B. Sith, NSI Inc., SPE Copyright 2007, Society of Petroleu Engineers This paper was prepared for presentation at the 2007 SPE Annual Technical Conference and Exhibition held in Anahei, California, U.S.A., Noveber This paper was selected for presentation by an SPE Progra Coittee following review of inforation contained in an abstract subitted by the author(s). Contents of the paper, as presented, have not been reviewed by the Society of Petroleu Engineers and are subject to correction by the author(s). The aterial, as presented, does not necessarily reflect any position of the Society of Petroleu Engineers, its officers, or ebers. Papers presented at SPE eetings are subject to publication review by Editorial Coittees of the Society of Petroleu Engineers. Electronic reproduction, distribution, or storage of any part of this paper for coercial purposes without the written consent of the Society of Petroleu Engineers is prohibited. Perission to reproduce in print is restricted to an abstract of not ore than 300 words; illustrations ay not be copied. The abstract ust contain conspicuous acknowledgent of where and by who the paper was presented. Write Librarian, SPE, P.O. Box , Richardson, Texas U.S.A., fax Abstract The search for practical engineering tools to better anage water injectors has been ongoing for any years. Siple analytical solutions have proven inadequate, and ost reservoir siulators do not explicitly odel water injectors. This paper proposes a ethodology of using detailed and coupled fracture and reservoir odeling to ensure proper injection start-up procedures, and anaging injection rates to avoid outof-zone injection. This is cobined with siple rate-pressure data to understand injection behavior, and fro that control the process. Introduction Water injection, in particular produced water injection, in ost cases creates a fracture. As is well established [1], teperature effects are iportant, because the cold injection fluid reduces the teperature of the near well forations, leading to a reduced iniu in situ stress. If the fracture reains within the cooled region, the reduced stress ay be a significant factor in reducing fracture height growth, or in other words, for the confineent of the fracture to a given foration. As a result, siulations of water injection need to take fracturing and the teperature effects on fracturing into account. In this paper we briefly review soe eleentary aspects of the response of a fractured injector. We proceed to show field exaples of fracture growth, with particular ephasize on its episodic nature. Next, we describe a new odel for the siulation of water injection, which includes theral effects and plugging due to dirty injection water. The ain part of the paper is a discussion of soe siulations, focusing in particular on how the rate schedule of injection start-up ay be used to influence the height growth of the fracture. This is of central relevance for any field cases, where it ay be iperative to constrain fracture height growth, e.g. to avoid growing into a thief zone. In ters of reserve recovery, this is crucial. If the fracture grows into high pereability layers, those layers begin to accept ore injection. This causes preferential cooling in those zones, reducing closure stress there. The fracture then igrates there, further increasing injection into that zone, causing ore cooling, etc., etc. Ultiately, this causes early water breakthrough and lost reserves! Basic injector perforance With odern data acquisition systes, extensive datasets are norally available for all or any of the injectors in a field. Hence it is iportant to find an effective way of screening the data, in order to single out the features for further study. A plot of large aounts of data in a pressure versus rate plot ay be an effective ethod, in particular if color coding is used to separate different tie intervals. Before showing real data, we briefly recap the ain features of injector response in the pressure versus rate doain. Fig. 1 scheatically shows the response of an injector working both in the atrix and fracture regies. The full line describes an initial situation, in which the injector injects into atrix up to a given pressure where the fracture opens, and an increased injectivity results. The dashed line shows the change resulting fro a stress reduction due to reservoir cooling. To a first approxiation the slopes of the atrix and fracture injection lines are unchanged, but the intercept takes place at a lower pressure due to the reduced reservoir stress. The dash-dot lines show the effect of pressure build-up around the injector. This affects both the atrix injection and the fracture injection. Note how the intercept occurs at a lower injection rate. This is because the atrix injection responds directly to the pressure, while the initiation of fracture injection responds to the changes in the leakoff stress, which is general saller. Fig. 2 shows the effects of changing the injector s choke. The curved full lines correspond to various choke settings, while the straight lines represent two different values of injectivity. If, for a fixed choke setting, the injectivity changes for soe reason, the response will stay on the fixed choke line. Thus, the path in the p-q plot is fully deterined by the choke setting, and in itself cannot say anything about the echanis leading to the change in injectivity.

2 2 SPE Analysis of injector data In this section we will show soe field exaples of injector response, focusing on effects of reservoir pressure build-up around the injection well and on fracture growth incidents. Reservoir Pressure Build-Up Effects Although a steady injection is aied for, an injector will in practice be shut in and reopened at irregular intervals during noral operation. It is generally attepted to close and reopen an injector in a controlled anner, with a constant choke closing/opening rate, but in certain situations a fast shut-in ay be necessary. Depending on the cause for the shut-in, the length of the shut-in interval ay vary fro a few hours or less up to several days. As a result, data fro the daily operation of an injector ay give inforation on local reservoir pressure build-up. The basics of the influence of reservoir pressure build-up around injectors were discussed in conjunction with Fig. 1. Fig. 3 shows a field exaple of pressure versus rate data for a period of about two weeks. Prior to the period, the injector was shut in for several days. This exaple deonstrates that the siple principles outlined above are relevant for field data: The 3 ain groupings of data (ephasized by the pairs of solid lines in the figure) result fro injection being shut-in for various periods of tie. The data indicated by the rightost solid lines (red data points) is for the start-up after several days of shut-in, while the leftost data is a controlled shutdown after soe days of injection at full rate. The iddle data are fro the start-up after a shorter shut-in period. Note how the intercept of the atrix and fracture lines occur at lower flow rate for the pressured-up cases, in accordance with Fig. 1. The vertical separation of the atrix injection lines is an indication of the change in near well pressure, while the vertical separation of the fracture lines is a response to the change in in situ stress seen by the fracture. Hence, plots like Fig. 3 ay be a quick ethod to deterine the reservoir stress path (Δσ h /Δp). However, uch caution is necessary, since teperature effects etc. ay strongly influence the situation. Also, the easured stress path is relevant for the situation around the injector, and not necessarily for the field itself. The data in Fig. 3 are particularly easy to interpret, since the typical tie for pressure build-up is long copared to the tie used for starting and stopping the injector. If the tie constants are ore siilar, the trends during start-up and shutdown will deviate fro straight lines. Fracture growth episodes As shown in Fig. 2 any pressure-rate change at constant choke appears as a line with negative slope in the pressure versus rate (p-q) plot. When reservoir pressure build-up around the injection well is significant, such negative slope changes will occur after any choke change. When the choke opening is increased, the initial response is to ove up-right along an injectivity line. Increased injection rate ay then locally increase reservoir pressure/stress, causing the negative slope, constant choke event (up-left). Siilarly, closing (reducing) the choke would first cause a reduced pressure/rate, a oveent down-left along the injectivity line. Reduced injection rate then results in a reduction in near wellbore reservoir pressure that ight then cause a negative p-q slope constant-choke event (down-right). Soeties, however, siilar behavior is observed even if the choke has been constant for a long tie. In such cases, a negative slope event is a signal of a change in injectivity not related to reservoir pressure build-up. Often, one will see that the increase in injectivity is only teporary, and in such cases the negative slope events stand out clearly fro the ain injector response. Fig. 4 shows an exaple with several events that can not be related to reservoir pressure build-up around the injection well. The plot quickly identifies soe events that ay be candidates for further investigation. Fig. 5 shows pressure and rate versus tie for one of the incidents in Fig. 4. The rate increases significantly over a few hours, while the injection pressure drops correspondingly. We ephasize that the choke was kept constant prior to, during and after the incident. Then, the situation is ore or less restored over a few hours. We interpret this as a fracture growth incident, which exposes fresh foration, possibly in a lower pressure regie. Then injectivity reduces as the faces of the new part of the fracture gradually plug, or reservoir pressure builds up around the recently exposed fracture. During the life of the injector, any such incidents occur, indicating episodic fracture growth. The size of the episodes ay be very significant, as deonstrated in Fig. 5, or uch less pronounced, as seen in Fig. 6. This response is an indication of repeated sall fracture growth incidents, resulting in a net increase in injectivity. A New Siulator Clearly, as seen in the injection/tie histories above, water injection is coplex. As opposed to siple hydraulic fracturing, changes in reservoir pressure/teperature have a strong ipact on fracturing and injectivity. Thus, the proble becoes highly coupled. Injection can alter the injection and the fracture geoetry, fluid loss fro the fracture, reservoir pressure/teperature/stress changes, etc. ust all be considered siultaneously. This coplex behavior also forces the use of Fully 3D, planar fracture geoetry siulations. Since the exact path of fracture growth cannot be predicted with any reasonable certainty (except aybe for very siple, single layer cases), sipler 2D / Pseudo 3D fracture growth odels are not applicable. The nuerical odel (using a cobination of finite eleent/finite difference techniques) eployed in the data analysis here iplicitly couples a planar, Fully 3-D, gridded fracture propagation odel to a 3-D single phase, ulti-coponent, variable teperature reservoir siulator. The coupled odel includes theral and pore pressure odification of stress, filter cake build-up and plugging on the fracture face inhibiting leakoff. The siulator was used to study the long ter injection (> 1 year) on fracture evolution and water placeent in the reservoir and to identify the iportance of the each of the phenoena of pereability contrasts (vertical and horizontal), stress contrasts, plugging, and injection rate. The details of the odel for fluid flow in the fracture and fracture propagation are presented in [2], and the details of the

3 SPE coupled fracture-reservoir odel are presented in [3]. An overview is included in Appendix A. In standard fracture odels leakoff is deterined analytically using the standard Carter leak-off coefficients. In the present odel fluid loss fro the fracture face is directly coputed fro flow into the reservoir. Finally, as discussed in ore detail below, a fluid filter cake effect was used to siulate the effects of water quality on fracture growth for injection above fracturing pressure. This C W, i.e., filter cake, effect was based on laboratory core data for a foration siilar in character to the zones studied here. Soe exaple results Discussions below present results deonstrating the role of therally induced waterflood fracturing in vertical sweep conforance of injection wells. In highly variable reservoir quality s, injection water tends to be injected into the best zones. This prootes cooling, and the resulting therally induced fracturing further enhances injection into these zones. This phenoenon has been thoroughly discussed previously [4,5], and typical field experience is early water breakthrough in the high pereability layers, leaving the other zones poorly swept with poor reserve recovery. While the exaple siulations below use data fro actual cases, the discussion is eant to be general. The reservoir sequence is shown in Fig. 7. Injection water has a downhole teperature of 25 C, and initial reservoir teperature is 80 C. The reservoir rock is quite soft, a Young s odulus of, 2 6 GPa (about psi). Since therally induced stress changes are related to the odulus (and the coefficient of theral expansion) Δσ E α T ΔT it ight be expected that cooling effects are not significant. However, for injection above fracturing pressure, the low odulus also leads to low net pressure (i.e., the injection pressure above fracture closure pressure), and thus, relatively sall stress changes ight be iportant. Only detailed, rigorous siulations can address such questions. The pre-injection in situ stresses are additional iportant data, and the stress profile in the figure is based on differential depletion easured prior to the start of injection. Initially, all s and shales in this reservoir have siilar horizontal stress. With depletion in the s, a stress contrast between /shale layers develops. Reservoir Goals For the exaple well in the figure, the injection goal is to achieve axiu injection into the zones fro Ideally, soe fracture growth upwards would provide injection and sweep into the zones fro 2450 to However, fracture growth into the high pereability zone with its base at 2445 ust be avoided. Effects of Injection Rate All siulations use a constant injection rate in each step. We first study the effect of rate, and want to find the axiu injection rate that can be injected into the s between Ideally we would like to see soe fracture growth to sweep the s above, but fracture growth into the extreely high pereability with base at 2445 ust be avoided. Table 1 shows the injection history for the well during the first 2 onths of injection. Fig. 8 shows the fracture geoetry after this injection. What is seen is that the well is fractured, but there is no need to extend the fracture ore than what is needed to bypass the plugged near wellbore area, i.e. there sees little risk of fracture growth out-of-zone fro this liited interval at this liited rate. The siulations assue very dirty water is injected. The C W of the odel represents the lab data shown in Fig. 9, where the sea water in this case had a particle (fines) content of That is, % by volue of the fluid was solid particles. Injection water saples fro the field have been taken in a few wells. They show a particle content typically uch less than 1/10 of the lab data. In actual fact, the lab tests do NOT show a physical filter cake, rather the apparent C W effect is caused by foration daage a short distance into the foration. Presuably this daage is related to the volue of particulates, just as a physical filter cake is related to the thickness of the filter cake (i.e., to the volue of fines). In that case, C W is related to the particle concentration kcake Δpcake CW 2 Cfines μfluid where C fines is the volue fraction of particles. Thus, if the actual particle concentration is 1/10 (375), then C W is increased by a factor of 10. When siulating the dirtier water, the need for bigger fractures is enhanced. The siulations should therefore represent a conservative view on the effect of fracture growth. Siulations with no particles in the water show no fracture is created. Naturally, there would be substantial benefit fro increased injection rate. Fig. 10 shows the results of an injection period of 200 days at /D. As seen, even this rate can be injected without undesired height growth. To deonstrate that any rate can be injected into this oderately pereable, a siulation with /D was run for an injection period of 200 days. Fig. 11 shows a fracture half-length of about 120, but alost no height growth outside the perforated interval. Thus, a different proble, we need to perforate the s higher up to achieve vertical sweep, but we still ust avoid injection into the extreely high pereability at the top. Siulations were then run to deterine if a fracture starting fro the next up ( ) would sustain injection without frac growth into the high pereability at the top. The width profile after 200 days at /D is shown in Fig. 12. The fracture has grown down into the lower, ore pereable, but still injects into newly perforated and the above. There is no risk of fracturing into the extreely pereable at the top. The figure also shows the leakoff contours, showing ost of the leakoff at the tip and doinated by the pereability. However, while the highest rates of injection are, of course, into the higher pereability zone, overall this injection scenario slightly favors the poorer quality rock as seen in Fig. 13. This appears to be a reasonable possible injection plan, and further investigation of higher rates would be required.

4 4 SPE Taking this one step further, i.e. perforating the next up and injecting at /D will result in a fracture growing into the top after 5 6 days. The width profile after 100 days of injection is shown in Fig. 14. Due to cooling effects, the fracture is igrating near totally into the overlying zone. Since fracture propagation is strongly affected by injection (increased reservoir pressure around the well and foration cooling) it should be possible to control fracture height growth. That is, cooling the foration by injecting at a low rate will reduce stress; rate can then be gradually increased. In this way one could force a fracture to be contained. Siulations were conducted to design such an injection schee for this exaple case. Assuing the sae perforation interval as the case above (where undesired, upward height growth occurred), injection start-up used a relatively low rate of /D for 50 days, /D for 50 days and finally /D. The evolution of the fracture is pictured in Fig. 15. In the first picture (after about 1 day), contours show the essentially instant response to injection pressure. Fracture closure pressure has increased by about 35 bar (at the wellbore) with no apparent cooling (stress reduction) effects yet appearing. Then after about 1 week (second picture), one sees a region of 0 stress change near the wellbore. The poro- and theral effects cancel. Finally, the third picture shows the stress change after about 50 days. This shows a stress reduction of about 15 bar in the injection zone. Note, however, that the stress reduction in the shale at 2454 is even greater ( 35 bar). Basically, the theral effects are slower/larger in the shale since the cooling is only by conduction (no convection fro fluid flow through the rock). However, there is NO poro-effect. Thus, the overall effect (for this case) is a greater stress reduction in the shale than in the. Thus, eventually fracture height growth ay occur. However, even though breakthrough ay occur, the large fracture area open in the deeper, lower pereability zones would continue to allow those zones to doinate injectivity long after breakthrough. For even better height confineent (for this case), a lower initial rate would be required in order to let the foration cooling ove out into the foration faster than the fracture length growth. This would then further reduce injection pressure, and totally prevent any fracture height growth into the shale. At that point, the shale cool down, stress reduction would depend solely on vertical heat conduction, further delaying shale stress reduction and subsequent height growth. The final picture shows the fluid loss (inflow into the foration) distribution at the end of 200 days. Fracture growth downward has contacted the lower, and upward height growth is nearing the overlying, high pereability zone. The ajor difference between upward/downward growth is that the upper shale is slightly thicker, thus cooling by conduction takes additional tie. While not plotted here, eventually after a year, the fracture did penetrate the high pereability zone. However, even for onths after breakthrough, the deeper, lower pereability zones still doinated injectivity. Conclusions As expected, and discussed any ties in the literature, reservoir cooling has a strong effect on fracturing. Even for this low odulus foration, there is a strong tendency to keep fractures well confined. However, even where shale barriers exist, eventually cooling via conduction ay reduce the stress in the shale and allow vertical fracture igration. Start-up procedures can be used to reduce or delay unwanted height growth. However, the exact procedure or injection pattern will depend on the specific conditions of pereability, fluid/foration teperatures, etc. In general, however, cooling of shale layers via conduction will eventually cause stress reduction and fracture height growth ay resue. Quite dirty water can be injected as long as fractures are allowed to grow with no danger of fracturing into forbidden zones. The cobination of detailed injection data, a siple p-q plot, and rigorous coupled odel (siultaneously considering injection, fracture growth, teperature, pore pressure, etc.) can provide a powerful engineering tool for anageent of water injectors. Noenclature A = Area A p = Poroelastic constant A T = Theroelastic constant B = Biot coefficient C = Concentration C t = Copressibility E = Young s odulus K = Stiffness atrix T = Teperature V = Volue k = pereability p = Pressure q = Flow rate w = width α T = Coefficient of theral expansion φ = Displaceent potential σ = stress μ = Viscosity ν = Poisson's nuber References 1. Perkins, T.K. and Gonzalez, J.A., The effect of theroelastic stresses on injection well fracturing. Soc. Petr. Eng. J., 25, 78 88, M. B. Sith, A. B. Bale, L. K. Britt, H. H. Klein, E. Siebrits, and X. Dang, Layered Modulus Effects on Fracture Propagation, Proppant Placeent, and Fracture Modeling,. SPE 71654, presented at the 2001 SPE Annual Technical Conference and Exhibition. New Orleans, Louisiana, 30 Septeber 3 October Michael B. Sith, Michael Bose, Henry H. Klein, Brent R. Ozenne, Ron S. Vandersypen, High-Pereability Fracturing: "Carter" Fluid Loss or Not, SPE presented at the SPE International Syposiu and Exhibition on Foration Daage Control held in Lafayette, Louisiana, February 2004.

5 SPE Clifford, P.J., Siulation of Waterflood Fracture Growth with Coupled Fluid Flow, Teperature and Rock Elasticity, presented at the 2 nd joint IMA/SPE European Conference on the Matheatics of Oil Recovery, Cabridge, July Clifford, P.J., Berry, P.J., Hongren, G., Modeling the Vertical Confineent of Injection-Well Theral Fractures, SPEPE, 6(6), , E. J. L. Konig, Fractured Water Injection Wells Analytic Modelling of Fracture Propagation, SPE (Unsolicited), Appendix A The fracture evolution is deterined by volue conservation of the fluid, V +Δ ( qx + qz) = qp + ql (A-1) t where V is the local fracture volue = way, w is the fracture width, Ay is the area of the fracture face, qx and qz are the voluetric flow rates along the length and height of the fracture respectively. These flow rates are functions of the pressure gradient, the (non-newtonian) viscosity, and the width. qp is the pup rate and q l is the leakoff rate at the fracture face p. The fracture width is related to the pressure through the fracture stiffness, [ K][ w] = [ p σ ] (A-2) K is the stiffness atrix, pre-calculated using the finite eleent ethod for varying layer oduli or analytically for unifor odulus using a boundary integral approach. p is the pressure and σ is the stress. In the standard fracture odels the leakoff is deterined using the standard Carter leak-off coefficients. In the present odel the fluid loss fro the fracture face is directly fro flow into the reservoir. The leak-off rate is Ak y filtrate( preservoir pfracture) ql = (A-3) μ filtratell where k filtrate is the pereability inside the fracture-reservoir face, and can include relative pereability effects;. μ filtrate is the viscosity of the fluid inside the fracture-reservoir face, and it can include non-newtonian and teperature effects. p reservoir is the pressure at the reservoir face, and p fracture is the pressure at the fracture face. L l is a length that includes gel and solids filtercake buildup on the fracture face, the distance of the invaded zone of the leak-off fluid, and the copressibility of the reservoir fluid.. The volue conservation in the reservoir is given by p k k x p y p kz p Ct = 0 (A-4) t x μ x y μ y z μ z C is the copressibility of the reservoir fluid; t k x, k y, kz are the pereabilities in the three space dientions; μ is the fluid viscosity. Equations (A-1) (A-4) are solved siultaneously for the fracture width and the pressure in the fracture and reservoir. Equations for the conservation of energy are solved to provide the teperature in the fracture and reservoir. As the injected fluid leaks off fro the fracture the reservoir pore pressure increases and the teperature increases or decreases depending on the relative injected and reservoir teperatures. The pressure and teperature changes have a direct effect on the stresses confining the fracture. Following Konig [6] the poro-thero stress change is E Δ σ ij = ϕ+ ApΔ pδij + AT ΔTδij (A-5) 1+ v xi xj φ is the displaceent potential which is a solution to the Poisson Equation 2 1+ ν 1+ ν φ = ApΔp ATΔT (A-6) E E Δp is the pressure change fro the initial reservoir pressure, and ΔT is the teperature change fro the original reservoir teperature. Ap is the poro-elastic constant defined as 1 2ν Ap = B (A-7) 1 ν where B is Biot s constant. AT is the thero-elastic constant defined as EαT AT = (A-8) 1 ν where α T is the theral expansion coefficient. Equations (A-5) and (A-6) are solved to give the change in local fracture confining stress. The updated stresses are used in Equation (A-2) to give the fracture response to the stress changes.

6 6 SPE Figure 1 Basic injector response. The full (black) line shows the transition fro atrix to fracture injection at the level indicated by the dotted gray line. The dashed (blue) line shows the effect of cooling. Siilarly, the dash-dot line (red) shows how reservoir pressure increases around the injector changes both atrix and fracture injectivity. Note how the crossing oves towards lower rate, as discussed in the text. Figure 3 Field exaple of reservoir pressure build-up around an injector. The data points are colour coded with rainbow colors, with early data being red and late date being blue. The solid black lines indicate the atrix and fracture injection regies for three different levels of pressure build-up around the injector, as dicussed in the text. Figure 2 Basic injector response. The dashed (blue) lines correspond to two different injectivities, while the solid (black) lines apply for different choke settings. If injectivity changes with constant choke, the response will ove along the choke curves, as illustrated by the thick (red) line segents. Figure 4 Field exaple of fracture growth incidents. Most of the data points gather around the fracture injection line, but there are several negative slope events corresponding to teporary increase in injectivity. One of the events is shown in ore detail in Fig. 5.

7 SPE Figure 5 Flow rate (upper) and pressure (lower) versus tie for one of the fracture growth incidents in Fig. 4. Figure 6 Field exaple of a series of saller fracture growth incidents, leading to a net increase in injectivity. Note, however, how the injectivity decreases following each event Heidrun A49 Lower Tilje Injection_LastSP 2500 Silt () Drag logs onto graphs as desired GR API RHOB g/c3 Pcl (Bar) E (MMpsi) K Ic Si l L Figure 7 Geologic layering for exaple siulations

8 8 SPE Table 1 Actual Startup Injection Rate History Injection - ( 3 /D) Tie - (Days) in Width - Total in Figure /D in Fracture Penetration () Width - Total in Fracture Penetration () Figure 8 Fracture Geoetry After Startup Injection Constant Flowrate Variable Δp Figure /D Start Dirty Water 5 icron particles Solids Fraction Pore Volues Injected Loss Volue (cc/c ) C W= X Slope = ft/ in Tie (in) Figure 9 C W for Dirty Injection Water

9 SPE in Fracture Penetration () Width - Total in Figure 14 Injection into Top Zone at /D. The fracture penetrates into the overlying, forbidden high pereability zone in < 1 week. Fracture Geoetry after 200 Days in Fracture Penetration () Injection Distribution after 200 Days Figure 12 Injection of /D into iddle zone ( ) Leakoff M3/Day Fraction "kh" Fraction Injection Figure 13 Cuulative Injection Distribution ( /D for 200 Days)

10 10 SPE in (5) (4) (3) (2) (1) Stress Change Bar Fracture Penetration () in (5) (4) (3) (2) (1) Stress Change Bar Fracture Penetration () in (5) (4) (3) (2) (1) Stress Change Bar Fracture Penetration () in Leakoff M3/Day Fracture Penetration () Figure 15 Effect of Injection Start-Up on Fracturing

Q5 We know that a mass at the end of a spring when displaced will perform simple m harmonic oscillations with a period given by T = 2!

Q5 We know that a mass at the end of a spring when displaced will perform simple m harmonic oscillations with a period given by T = 2! Chapter 4.1 Q1 n oscillation is any otion in which the displaceent of a particle fro a fixed point keeps changing direction and there is a periodicity in the otion i.e. the otion repeats in soe way. In

More information

Supplementary Information for Design of Bending Multi-Layer Electroactive Polymer Actuators

Supplementary Information for Design of Bending Multi-Layer Electroactive Polymer Actuators Suppleentary Inforation for Design of Bending Multi-Layer Electroactive Polyer Actuators Bavani Balakrisnan, Alek Nacev, and Elisabeth Sela University of Maryland, College Park, Maryland 074 1 Analytical

More information

Easy Evaluation Method of Self-Compactability of Self-Compacting Concrete

Easy Evaluation Method of Self-Compactability of Self-Compacting Concrete Easy Evaluation Method of Self-Copactability of Self-Copacting Concrete Masanori Maruoka 1 Hiroi Fujiwara 2 Erika Ogura 3 Nobu Watanabe 4 T 11 ABSTRACT The use of self-copacting concrete (SCC) in construction

More information

Simulation of Geomechanical Behavior during SAGD Process using COMSOL Multiphysics

Simulation of Geomechanical Behavior during SAGD Process using COMSOL Multiphysics Siulation of Geoechanical Behavior during SAGD Process using COMSOL Multiphysics X. Gong 1, R.Wan *2 Departent of Civil Engineering, University of Calgary, Calgary, Alberta, Canada. *Corresponding author:

More information

National 5 Summary Notes

National 5 Summary Notes North Berwick High School Departent of Physics National 5 Suary Notes Unit 3 Energy National 5 Physics: Electricity and Energy 1 Throughout the Course, appropriate attention should be given to units, prefixes

More information

Feature Extraction Techniques

Feature Extraction Techniques Feature Extraction Techniques Unsupervised Learning II Feature Extraction Unsupervised ethods can also be used to find features which can be useful for categorization. There are unsupervised ethods that

More information

Intelligent Systems: Reasoning and Recognition. Perceptrons and Support Vector Machines

Intelligent Systems: Reasoning and Recognition. Perceptrons and Support Vector Machines Intelligent Systes: Reasoning and Recognition Jaes L. Crowley osig 1 Winter Seester 2018 Lesson 6 27 February 2018 Outline Perceptrons and Support Vector achines Notation...2 Linear odels...3 Lines, Planes

More information

REDUCTION OF FINITE ELEMENT MODELS BY PARAMETER IDENTIFICATION

REDUCTION OF FINITE ELEMENT MODELS BY PARAMETER IDENTIFICATION ISSN 139 14X INFORMATION TECHNOLOGY AND CONTROL, 008, Vol.37, No.3 REDUCTION OF FINITE ELEMENT MODELS BY PARAMETER IDENTIFICATION Riantas Barauskas, Vidantas Riavičius Departent of Syste Analysis, Kaunas

More information

SPE Copyright 1998, Society of Petroleum Engineers, Inc.

SPE Copyright 1998, Society of Petroleum Engineers, Inc. SPE 54 Heavy Crude Production fro Shallow Forations: Long Horizontal Wells Versus Horizontal Fractures Peter P. Valkó and Michael J. Econoides, SPE, Teas A&M University Copyright 998, Society of Petroleu

More information

An earlier article in this column considered the problem

An earlier article in this column considered the problem --- CALC CORNER Estiating nternal Air Cooling Teperature Reduction in a Closed Box Utilizing Theroelectrically Enhanced Heat Rejection Previously published in February, 2013 Bob Sions BM Retired The following

More information

Extension of CSRSM for the Parametric Study of the Face Stability of Pressurized Tunnels

Extension of CSRSM for the Parametric Study of the Face Stability of Pressurized Tunnels Extension of CSRSM for the Paraetric Study of the Face Stability of Pressurized Tunnels Guilhe Mollon 1, Daniel Dias 2, and Abdul-Haid Soubra 3, M.ASCE 1 LGCIE, INSA Lyon, Université de Lyon, Doaine scientifique

More information

Kinematics and dynamics, a computational approach

Kinematics and dynamics, a computational approach Kineatics and dynaics, a coputational approach We begin the discussion of nuerical approaches to echanics with the definition for the velocity r r ( t t) r ( t) v( t) li li or r( t t) r( t) v( t) t for

More information

Ch 12: Variations on Backpropagation

Ch 12: Variations on Backpropagation Ch 2: Variations on Backpropagation The basic backpropagation algorith is too slow for ost practical applications. It ay take days or weeks of coputer tie. We deonstrate why the backpropagation algorith

More information

Spine Fin Efficiency A Three Sided Pyramidal Fin of Equilateral Triangular Cross-Sectional Area

Spine Fin Efficiency A Three Sided Pyramidal Fin of Equilateral Triangular Cross-Sectional Area Proceedings of the 006 WSEAS/IASME International Conference on Heat and Mass Transfer, Miai, Florida, USA, January 18-0, 006 (pp13-18) Spine Fin Efficiency A Three Sided Pyraidal Fin of Equilateral Triangular

More information

Analysis of Impulsive Natural Phenomena through Finite Difference Methods A MATLAB Computational Project-Based Learning

Analysis of Impulsive Natural Phenomena through Finite Difference Methods A MATLAB Computational Project-Based Learning Analysis of Ipulsive Natural Phenoena through Finite Difference Methods A MATLAB Coputational Project-Based Learning Nicholas Kuia, Christopher Chariah, Mechatronics Engineering, Vaughn College of Aeronautics

More information

On the characterization of non-linear diffusion equations. An application in soil mechanics

On the characterization of non-linear diffusion equations. An application in soil mechanics On the characterization of non-linear diffusion equations. An application in soil echanics GARCÍA-ROS, G., ALHAMA, I., CÁNOVAS, M *. Civil Engineering Departent Universidad Politécnica de Cartagena Paseo

More information

8.1 Force Laws Hooke s Law

8.1 Force Laws Hooke s Law 8.1 Force Laws There are forces that don't change appreciably fro one instant to another, which we refer to as constant in tie, and forces that don't change appreciably fro one point to another, which

More information

Nonlinear Dynamic Analysis of Urban Roads and Daytime Population

Nonlinear Dynamic Analysis of Urban Roads and Daytime Population Urban and Regional Planning 07; (): -6 http://www.sciencepublishinggroup.co/j/urp doi: 0.648/j.urp.0700. Nonlinear Dynaic Analysis of Urban Roads and Daytie Population Shiqing Yan College of Urban and

More information

ANALYTICAL INVESTIGATION AND PARAMETRIC STUDY OF LATERAL IMPACT BEHAVIOR OF PRESSURIZED PIPELINES AND INFLUENCE OF INTERNAL PRESSURE

ANALYTICAL INVESTIGATION AND PARAMETRIC STUDY OF LATERAL IMPACT BEHAVIOR OF PRESSURIZED PIPELINES AND INFLUENCE OF INTERNAL PRESSURE DRAFT Proceedings of the ASME 014 International Mechanical Engineering Congress & Exposition IMECE014 Noveber 14-0, 014, Montreal, Quebec, Canada IMECE014-36371 ANALYTICAL INVESTIGATION AND PARAMETRIC

More information

Fluid Substitution Model to Generate Synthetic Seismic Attributes: FluidSub.exe

Fluid Substitution Model to Generate Synthetic Seismic Attributes: FluidSub.exe Fluid Substitution Model to Generate Synthetic Seisic Attributes: FluidSub.exe Sahyun Hong and Clayton V. Deutsch Geostatistical data integration is a ature research field and any of algoriths have been

More information

Generalized Rayleigh Wave Dispersion in a Covered Half-space Made of Viscoelastic Materials

Generalized Rayleigh Wave Dispersion in a Covered Half-space Made of Viscoelastic Materials Copyright 7 Tech Science Press CMC vol.53 no.4 pp.37-34 7 Generalized Rayleigh Wave Dispersion in a Covered Half-space Made of Viscoelastic Materials S.D. Akbarov and M. Negin 3 Abstract: Dispersion of

More information

A Simplified Analytical Approach for Efficiency Evaluation of the Weaving Machines with Automatic Filling Repair

A Simplified Analytical Approach for Efficiency Evaluation of the Weaving Machines with Automatic Filling Repair Proceedings of the 6th SEAS International Conference on Siulation, Modelling and Optiization, Lisbon, Portugal, Septeber -4, 006 0 A Siplified Analytical Approach for Efficiency Evaluation of the eaving

More information

Data-Driven Imaging in Anisotropic Media

Data-Driven Imaging in Anisotropic Media 18 th World Conference on Non destructive Testing, 16- April 1, Durban, South Africa Data-Driven Iaging in Anisotropic Media Arno VOLKER 1 and Alan HUNTER 1 TNO Stieltjesweg 1, 6 AD, Delft, The Netherlands

More information

MSEC MODELING OF DEGRADATION PROCESSES TO OBTAIN AN OPTIMAL SOLUTION FOR MAINTENANCE AND PERFORMANCE

MSEC MODELING OF DEGRADATION PROCESSES TO OBTAIN AN OPTIMAL SOLUTION FOR MAINTENANCE AND PERFORMANCE Proceeding of the ASME 9 International Manufacturing Science and Engineering Conference MSEC9 October 4-7, 9, West Lafayette, Indiana, USA MSEC9-8466 MODELING OF DEGRADATION PROCESSES TO OBTAIN AN OPTIMAL

More information

Proc. of the IEEE/OES Seventh Working Conference on Current Measurement Technology UNCERTAINTIES IN SEASONDE CURRENT VELOCITIES

Proc. of the IEEE/OES Seventh Working Conference on Current Measurement Technology UNCERTAINTIES IN SEASONDE CURRENT VELOCITIES Proc. of the IEEE/OES Seventh Working Conference on Current Measureent Technology UNCERTAINTIES IN SEASONDE CURRENT VELOCITIES Belinda Lipa Codar Ocean Sensors 15 La Sandra Way, Portola Valley, CA 98 blipa@pogo.co

More information

Ph 20.3 Numerical Solution of Ordinary Differential Equations

Ph 20.3 Numerical Solution of Ordinary Differential Equations Ph 20.3 Nuerical Solution of Ordinary Differential Equations Due: Week 5 -v20170314- This Assignent So far, your assignents have tried to failiarize you with the hardware and software in the Physics Coputing

More information

Kinetic Theory of Gases: Elementary Ideas

Kinetic Theory of Gases: Elementary Ideas Kinetic Theory of Gases: Eleentary Ideas 17th February 2010 1 Kinetic Theory: A Discussion Based on a Siplified iew of the Motion of Gases 1.1 Pressure: Consul Engel and Reid Ch. 33.1) for a discussion

More information

Lecture #8-3 Oscillations, Simple Harmonic Motion

Lecture #8-3 Oscillations, Simple Harmonic Motion Lecture #8-3 Oscillations Siple Haronic Motion So far we have considered two basic types of otion: translation and rotation. But these are not the only two types of otion we can observe in every day life.

More information

3D acoustic wave modeling with a time-space domain dispersion-relation-based Finite-difference scheme

3D acoustic wave modeling with a time-space domain dispersion-relation-based Finite-difference scheme P-8 3D acoustic wave odeling with a tie-space doain dispersion-relation-based Finite-difference schee Yang Liu * and rinal K. Sen State Key Laboratory of Petroleu Resource and Prospecting (China University

More information

Ocean 420 Physical Processes in the Ocean Project 1: Hydrostatic Balance, Advection and Diffusion Answers

Ocean 420 Physical Processes in the Ocean Project 1: Hydrostatic Balance, Advection and Diffusion Answers Ocean 40 Physical Processes in the Ocean Project 1: Hydrostatic Balance, Advection and Diffusion Answers 1. Hydrostatic Balance a) Set all of the levels on one of the coluns to the lowest possible density.

More information

ma x = -bv x + F rod.

ma x = -bv x + F rod. Notes on Dynaical Systes Dynaics is the study of change. The priary ingredients of a dynaical syste are its state and its rule of change (also soeties called the dynaic). Dynaical systes can be continuous

More information

Uniaxial compressive stress strain model for clay brick masonry

Uniaxial compressive stress strain model for clay brick masonry Uniaxial copressive stress strain odel for clay brick asonry Heant B. Kaushik, Durgesh C. Rai* and Sudhir K. Jain Departent of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur 208 016,

More information

General Properties of Radiation Detectors Supplements

General Properties of Radiation Detectors Supplements Phys. 649: Nuclear Techniques Physics Departent Yarouk University Chapter 4: General Properties of Radiation Detectors Suppleents Dr. Nidal M. Ershaidat Overview Phys. 649: Nuclear Techniques Physics Departent

More information

COULD A VARIABLE MASS OSCILLATOR EXHIBIT THE LATERAL INSTABILITY?

COULD A VARIABLE MASS OSCILLATOR EXHIBIT THE LATERAL INSTABILITY? Kragujevac J. Sci. 3 (8) 3-44. UDC 53.35 3 COULD A VARIABLE MASS OSCILLATOR EXHIBIT THE LATERAL INSTABILITY? Nebojša Danilović, Milan Kovačević and Vukota Babović Institute of Physics, Faculty of Science,

More information

Kinetic Theory of Gases: Elementary Ideas

Kinetic Theory of Gases: Elementary Ideas Kinetic Theory of Gases: Eleentary Ideas 9th February 011 1 Kinetic Theory: A Discussion Based on a Siplified iew of the Motion of Gases 1.1 Pressure: Consul Engel and Reid Ch. 33.1) for a discussion of

More information

An Inverse Interpolation Method Utilizing In-Flight Strain Measurements for Determining Loads and Structural Response of Aerospace Vehicles

An Inverse Interpolation Method Utilizing In-Flight Strain Measurements for Determining Loads and Structural Response of Aerospace Vehicles An Inverse Interpolation Method Utilizing In-Flight Strain Measureents for Deterining Loads and Structural Response of Aerospace Vehicles S. Shkarayev and R. Krashantisa University of Arizona, Tucson,

More information

Physically Based Modeling CS Notes Spring 1997 Particle Collision and Contact

Physically Based Modeling CS Notes Spring 1997 Particle Collision and Contact Physically Based Modeling CS 15-863 Notes Spring 1997 Particle Collision and Contact 1 Collisions with Springs Suppose we wanted to ipleent a particle siulator with a floor : a solid horizontal plane which

More information

Electrical conductivity enhanced dielectric and piezoelectric properties of ferroelectric 0-3 composites

Electrical conductivity enhanced dielectric and piezoelectric properties of ferroelectric 0-3 composites JOURNAL OF APPLIED PHYSICS 97, 064111 2005 Electrical conductivity enhanced dielectric and piezoelectric properties of ferroelectric 0-3 coposites C. K. Wong a Departent of Applied Physics, he Hong Kong

More information

A DESIGN GUIDE OF DOUBLE-LAYER CELLULAR CLADDINGS FOR BLAST ALLEVIATION

A DESIGN GUIDE OF DOUBLE-LAYER CELLULAR CLADDINGS FOR BLAST ALLEVIATION International Journal of Aerospace and Lightweight Structures Vol. 3, No. 1 (2013) 109 133 c Research Publishing Services DOI: 10.3850/S201042862013000550 A DESIGN GUIDE OF DOUBLE-LAYER CELLULAR CLADDINGS

More information

COS 424: Interacting with Data. Written Exercises

COS 424: Interacting with Data. Written Exercises COS 424: Interacting with Data Hoework #4 Spring 2007 Regression Due: Wednesday, April 18 Written Exercises See the course website for iportant inforation about collaboration and late policies, as well

More information

BALLISTIC PENDULUM. EXPERIMENT: Measuring the Projectile Speed Consider a steel ball of mass

BALLISTIC PENDULUM. EXPERIMENT: Measuring the Projectile Speed Consider a steel ball of mass BALLISTIC PENDULUM INTRODUCTION: In this experient you will use the principles of conservation of oentu and energy to deterine the speed of a horizontally projected ball and use this speed to predict the

More information

An Extension to the Tactical Planning Model for a Job Shop: Continuous-Time Control

An Extension to the Tactical Planning Model for a Job Shop: Continuous-Time Control An Extension to the Tactical Planning Model for a Job Shop: Continuous-Tie Control Chee Chong. Teo, Rohit Bhatnagar, and Stephen C. Graves Singapore-MIT Alliance, Nanyang Technological Univ., and Massachusetts

More information

A note on the multiplication of sparse matrices

A note on the multiplication of sparse matrices Cent. Eur. J. Cop. Sci. 41) 2014 1-11 DOI: 10.2478/s13537-014-0201-x Central European Journal of Coputer Science A note on the ultiplication of sparse atrices Research Article Keivan Borna 12, Sohrab Aboozarkhani

More information

Support Vector Machine Classification of Uncertain and Imbalanced data using Robust Optimization

Support Vector Machine Classification of Uncertain and Imbalanced data using Robust Optimization Recent Researches in Coputer Science Support Vector Machine Classification of Uncertain and Ibalanced data using Robust Optiization RAGHAV PAT, THEODORE B. TRAFALIS, KASH BARKER School of Industrial Engineering

More information

PHY 171. Lecture 14. (February 16, 2012)

PHY 171. Lecture 14. (February 16, 2012) PHY 171 Lecture 14 (February 16, 212) In the last lecture, we looked at a quantitative connection between acroscopic and icroscopic quantities by deriving an expression for pressure based on the assuptions

More information

Experiment 2: Hooke s Law

Experiment 2: Hooke s Law COMSATS Institute of Inforation Technology, Islaabad Capus PHYS-108 Experient 2: Hooke s Law Hooke s Law is a physical principle that states that a spring stretched (extended) or copressed by soe distance

More information

Numerical Modeling of Self-Compacting Mortar Flow Using Discrete Element Method

Numerical Modeling of Self-Compacting Mortar Flow Using Discrete Element Method Nuerical Modeling of Self-Copacting Flow Using Discrete Eleent Method - Technical Paper - Miansong HUANG *1, Xuehui AN *, Takayuki OBARA *3 and Masahiro OUCHI *4 ABSTRACT A nuerical odeling of Self-Copacting

More information

This is a repository copy of Analytical optimisation of electromagnetic design of a linear (tubular) switched reluctance motor.

This is a repository copy of Analytical optimisation of electromagnetic design of a linear (tubular) switched reluctance motor. This is a repository copy of Analytical optiisation of electroagnetic design of a linear (tubular) switched reluctance otor. White Rose Research Online URL for this paper: http://eprints.whiterose.ac.uk/907/

More information

Modeling and Analysis of Thermal Bimorph Using COMSOL

Modeling and Analysis of Thermal Bimorph Using COMSOL Modeling and Analysis of Theral Biorph Using COMSOL Rachita Shettar *, Dr B G Sheeparaatti 2 Basaveshwar Engineering college Bagalkot- 587102 *Corresponding author: D/o J.H Shettar, #156B Shivananda nagar,

More information

NUMERICAL MODELLING OF THE TYRE/ROAD CONTACT

NUMERICAL MODELLING OF THE TYRE/ROAD CONTACT NUMERICAL MODELLING OF THE TYRE/ROAD CONTACT PACS REFERENCE: 43.5.LJ Krister Larsson Departent of Applied Acoustics Chalers University of Technology SE-412 96 Sweden Tel: +46 ()31 772 22 Fax: +46 ()31

More information

Ensemble Based on Data Envelopment Analysis

Ensemble Based on Data Envelopment Analysis Enseble Based on Data Envelopent Analysis So Young Sohn & Hong Choi Departent of Coputer Science & Industrial Systes Engineering, Yonsei University, Seoul, Korea Tel) 82-2-223-404, Fax) 82-2- 364-7807

More information

THERMAL ENDURANCE OF UNREINFORCED UNSATURATED POLYESTERS AND VINYL ESTER RESINS = (1) ln = COMPOSITES & POLYCON 2009

THERMAL ENDURANCE OF UNREINFORCED UNSATURATED POLYESTERS AND VINYL ESTER RESINS = (1) ln = COMPOSITES & POLYCON 2009 Aerican Coposites Manufacturers Association January 15-17, 29 Tapa, FL USA Abstract THERMAL ENDURANCE OF UNREINFORCED UNSATURATED POLYESTERS AND VINYL ESTER RESINS by Thore M. Klaveness, Reichhold AS In

More information

IDENTIFICATION OF STABILITY OF CONCRETE TUNNEL LINING USING COUPLED MODELING

IDENTIFICATION OF STABILITY OF CONCRETE TUNNEL LINING USING COUPLED MODELING IDENTIFICATION OF STABILITY OF CONCRETE TUNNEL LINING USING COUPLED MODELING Kaila Weiglová, Technical University in Brno, Institute of Geoechanics, Brno, Czech Republic Petr Procházka*, Czech Association

More information

e-companion ONLY AVAILABLE IN ELECTRONIC FORM

e-companion ONLY AVAILABLE IN ELECTRONIC FORM OPERATIONS RESEARCH doi 10.1287/opre.1070.0427ec pp. ec1 ec5 e-copanion ONLY AVAILABLE IN ELECTRONIC FORM infors 07 INFORMS Electronic Copanion A Learning Approach for Interactive Marketing to a Custoer

More information

Anisotropic reference media and the possible linearized approximations for phase velocities of qs waves in weakly anisotropic media

Anisotropic reference media and the possible linearized approximations for phase velocities of qs waves in weakly anisotropic media INSTITUTE OF PHYSICS PUBLISHING JOURNAL OF PHYSICS D: APPLIED PHYSICS J. Phys. D: Appl. Phys. 5 00 007 04 PII: S00-770867-6 Anisotropic reference edia and the possible linearized approxiations for phase

More information

NB1140: Physics 1A - Classical mechanics and Thermodynamics Problem set 2 - Forces and energy Week 2: November 2016

NB1140: Physics 1A - Classical mechanics and Thermodynamics Problem set 2 - Forces and energy Week 2: November 2016 NB1140: Physics 1A - Classical echanics and Therodynaics Proble set 2 - Forces and energy Week 2: 21-25 Noveber 2016 Proble 1. Why force is transitted uniforly through a assless string, a assless spring,

More information

2.141 Modeling and Simulation of Dynamic Systems Assignment #2

2.141 Modeling and Simulation of Dynamic Systems Assignment #2 2.141 Modeling and Siulation of Dynaic Systes Assignent #2 Out: Wednesday Septeber 20, 2006 Due: Wednesday October 4, 2006 Proble 1 The sketch shows a highly siplified diagra of a dry-dock used in ship

More information

Chapter 10 Atmospheric Forces & Winds

Chapter 10 Atmospheric Forces & Winds Chapter 10 Atospheric Forces & Winds Chapter overview: Atospheric Pressure o Horizontal pressure variations o Station vs sea level pressure Winds and weather aps Newton s 2 nd Law Horizontal Forces o Pressure

More information

IMPROVEMENTS IN DESCRIBING WAVE OVERTOPPING PROCESSES

IMPROVEMENTS IN DESCRIBING WAVE OVERTOPPING PROCESSES IMPROVEMENS IN DESCRIBING WAVE OVEROPPING PROCESSES Steven Hughes 1, Christopher hornton 2, Jentsje van der Meer 3, and Bryon Scholl 4 his paper presents a new epirical relation for the shape factor in

More information

Optical Properties of Plasmas of High-Z Elements

Optical Properties of Plasmas of High-Z Elements Forschungszentru Karlsruhe Techni und Uwelt Wissenschaftlishe Berichte FZK Optical Properties of Plasas of High-Z Eleents V.Tolach 1, G.Miloshevsy 1, H.Würz Project Kernfusion 1 Heat and Mass Transfer

More information

Pattern Recognition and Machine Learning. Artificial Neural networks

Pattern Recognition and Machine Learning. Artificial Neural networks Pattern Recognition and Machine Learning Jaes L. Crowley ENSIMAG 3 - MMIS Fall Seester 2017 Lessons 7 20 Dec 2017 Outline Artificial Neural networks Notation...2 Introduction...3 Key Equations... 3 Artificial

More information

Analyzing Simulation Results

Analyzing Simulation Results Analyzing Siulation Results Dr. John Mellor-Cruey Departent of Coputer Science Rice University johnc@cs.rice.edu COMP 528 Lecture 20 31 March 2005 Topics for Today Model verification Model validation Transient

More information

Analysis of ground vibration transmission in high precision equipment by Frequency Based Substructuring

Analysis of ground vibration transmission in high precision equipment by Frequency Based Substructuring Analysis of ground vibration transission in high precision equipent by Frequency Based Substructuring G. van Schothorst 1, M.A. Boogaard 2, G.W. van der Poel 1, D.J. Rixen 2 1 Philips Innovation Services,

More information

UNCERTAINTIES IN THE APPLICATION OF ATMOSPHERIC AND ALTITUDE CORRECTIONS AS RECOMMENDED IN IEC STANDARDS

UNCERTAINTIES IN THE APPLICATION OF ATMOSPHERIC AND ALTITUDE CORRECTIONS AS RECOMMENDED IN IEC STANDARDS Paper Published on the16th International Syposiu on High Voltage Engineering, Cape Town, South Africa, 2009 UNCERTAINTIES IN THE APPLICATION OF ATMOSPHERIC AND ALTITUDE CORRECTIONS AS RECOMMENDED IN IEC

More information

9 HOOKE S LAW AND SIMPLE HARMONIC MOTION

9 HOOKE S LAW AND SIMPLE HARMONIC MOTION Experient 9 HOOKE S LAW AND SIMPLE HARMONIC MOTION Objectives 1. Verify Hoo s law,. Measure the force constant of a spring, and 3. Measure the period of oscillation of a spring-ass syste and copare it

More information

Modelling of the Through-air Bonding Process

Modelling of the Through-air Bonding Process Modelling of the Through-air Bonding Process M. Hossain 1, M. Acar, Ph.D. 2, W. Malalasekera 2 1 School of Engineering, The Robert Gordon University, Aberdeen, UNITED KINDOM 2 Mechanical and Manufacturing

More information

Time-of-flight Identification of Ions in CESR and ERL

Time-of-flight Identification of Ions in CESR and ERL Tie-of-flight Identification of Ions in CESR and ERL Eric Edwards Departent of Physics, University of Alabaa, Tuscaloosa, AL, 35486 (Dated: August 8, 2008) The accuulation of ion densities in the bea pipe

More information

A Finite Element Propagation Model For Extracting Normal Incidence Impedance In Nonprogressive Acoustic Wave Fields

A Finite Element Propagation Model For Extracting Normal Incidence Impedance In Nonprogressive Acoustic Wave Fields NASA Technical Meorandu 110160 A Finite Eleent Propagation Model For Extracting Noral Incidence Ipedance In Nonprogressive Acoustic Wave Fields Willie R. Watson Langley Research Center, Hapton, Virginia

More information

Chapter 1: Basics of Vibrations for Simple Mechanical Systems

Chapter 1: Basics of Vibrations for Simple Mechanical Systems Chapter 1: Basics of Vibrations for Siple Mechanical Systes Introduction: The fundaentals of Sound and Vibrations are part of the broader field of echanics, with strong connections to classical echanics,

More information

Mathematical Models of the Fluid Flowing for Geothermal and Hydrocarbon Wells

Mathematical Models of the Fluid Flowing for Geothermal and Hydrocarbon Wells Proceedings World Geotheral Congress 005 Antalya, Turkey, 4-9 April 005 atheatical odels of the Fluid Flowing for Geotheral and Hydrocarbon Wells Olga B. Vereina Geological Institute of Russian Acadey

More information

MULTIAGENT Resource Allocation (MARA) is the

MULTIAGENT Resource Allocation (MARA) is the EDIC RESEARCH PROPOSAL 1 Designing Negotiation Protocols for Utility Maxiization in Multiagent Resource Allocation Tri Kurniawan Wijaya LSIR, I&C, EPFL Abstract Resource allocation is one of the ain concerns

More information

This model assumes that the probability of a gap has size i is proportional to 1/i. i.e., i log m e. j=1. E[gap size] = i P r(i) = N f t.

This model assumes that the probability of a gap has size i is proportional to 1/i. i.e., i log m e. j=1. E[gap size] = i P r(i) = N f t. CS 493: Algoriths for Massive Data Sets Feb 2, 2002 Local Models, Bloo Filter Scribe: Qin Lv Local Models In global odels, every inverted file entry is copressed with the sae odel. This work wells when

More information

Inspection; structural health monitoring; reliability; Bayesian analysis; updating; decision analysis; value of information

Inspection; structural health monitoring; reliability; Bayesian analysis; updating; decision analysis; value of information Cite as: Straub D. (2014). Value of inforation analysis with structural reliability ethods. Structural Safety, 49: 75-86. Value of Inforation Analysis with Structural Reliability Methods Daniel Straub

More information

Illustration of transition path theory on a collection of simple examples

Illustration of transition path theory on a collection of simple examples THE JOURNAL OF CHEMICAL PHYSICS 125, 084110 2006 Illustration of transition path theory on a collection of siple exaples Philipp Metzner a and Christof Schütte b Departent of Matheatics and Coputer Science,

More information

Chapter 4: Hypothesis of Diffusion-Limited Growth

Chapter 4: Hypothesis of Diffusion-Limited Growth Suary This section derives a useful equation to predict quantu dot size evolution under typical organoetallic synthesis conditions that are used to achieve narrow size distributions. Assuing diffusion-controlled

More information

Energy and Momentum: The Ballistic Pendulum

Energy and Momentum: The Ballistic Pendulum Physics Departent Handout -10 Energy and Moentu: The Ballistic Pendulu The ballistic pendulu, first described in the id-eighteenth century, applies principles of echanics to the proble of easuring the

More information

The Weierstrass Approximation Theorem

The Weierstrass Approximation Theorem 36 The Weierstrass Approxiation Theore Recall that the fundaental idea underlying the construction of the real nubers is approxiation by the sipler rational nubers. Firstly, nubers are often deterined

More information

CFD SIMULATION OF A MEMBRANE DISTILLATION MODULE CHANNEL

CFD SIMULATION OF A MEMBRANE DISTILLATION MODULE CHANNEL CFD SIMULATION OF A MEMBRANE DISTILLATION MODULE CHANNEL A. Cipollina *, A. Di Miceli *, J. Koschikowski, G. Micale *, L. Rizzuti * * Dipartiento di Ingegneria Chiica dei Processi e dei Materiali, Università

More information

Course Notes for EE227C (Spring 2018): Convex Optimization and Approximation

Course Notes for EE227C (Spring 2018): Convex Optimization and Approximation Course Notes for EE227C (Spring 2018): Convex Optiization and Approxiation Instructor: Moritz Hardt Eail: hardt+ee227c@berkeley.edu Graduate Instructor: Max Sichowitz Eail: sichow+ee227c@berkeley.edu October

More information

Interactive Markov Models of Evolutionary Algorithms

Interactive Markov Models of Evolutionary Algorithms Cleveland State University EngagedScholarship@CSU Electrical Engineering & Coputer Science Faculty Publications Electrical Engineering & Coputer Science Departent 2015 Interactive Markov Models of Evolutionary

More information

Economic Resource Balancing in Plant Design, Plant Expansion, or Improvement Projects

Economic Resource Balancing in Plant Design, Plant Expansion, or Improvement Projects Econoic Resource Balancing in lant Design, lant Expansion, or Iproveent rojects Dan Trietsch MSIS Departent University of Auckland New Zealand --------------------------------------------------------------------------------------------------------

More information

Proceedings of the 4th Pacific Rim Conference on Rheology, August 7~11, Shanghai, China

Proceedings of the 4th Pacific Rim Conference on Rheology, August 7~11, Shanghai, China Proceedings of the 4th Pacific Ri Conference on Rheology, August 7~11, Shanghai, China Ipact of technology innovations and iproveents on the perforance and testing capabilities of rotational rheoeters

More information

A method to determine relative stroke detection efficiencies from multiplicity distributions

A method to determine relative stroke detection efficiencies from multiplicity distributions A ethod to deterine relative stroke detection eiciencies ro ultiplicity distributions Schulz W. and Cuins K. 2. Austrian Lightning Detection and Inoration Syste (ALDIS), Kahlenberger Str.2A, 90 Vienna,

More information

Model Fitting. CURM Background Material, Fall 2014 Dr. Doreen De Leon

Model Fitting. CURM Background Material, Fall 2014 Dr. Doreen De Leon Model Fitting CURM Background Material, Fall 014 Dr. Doreen De Leon 1 Introduction Given a set of data points, we often want to fit a selected odel or type to the data (e.g., we suspect an exponential

More information

Incorporating strain gradient effects in a multi-scale constitutive framework for nickel-base superalloys

Incorporating strain gradient effects in a multi-scale constitutive framework for nickel-base superalloys Incorporating strain gradient effects in a ulti-scale constitutive fraework for nickel-base superalloys Tiedo Tinga, Marcel Brekelans, Marc Geers To cite this version: Tiedo Tinga, Marcel Brekelans, Marc

More information

arxiv: v1 [cs.ds] 29 Jan 2012

arxiv: v1 [cs.ds] 29 Jan 2012 A parallel approxiation algorith for ixed packing covering seidefinite progras arxiv:1201.6090v1 [cs.ds] 29 Jan 2012 Rahul Jain National U. Singapore January 28, 2012 Abstract Penghui Yao National U. Singapore

More information

Designing for the Road User. Maximum Spiral Transition Lengths

Designing for the Road User. Maximum Spiral Transition Lengths IPENZ Transportation Conference 11 October 2006 Queenstown, New Zealand Designing for the Road User Maxiu Spiral Transition Lengths K H M Weale Northern Region Technical Developent Leader MWH New Zealand

More information

Department of Physics Preliminary Exam January 3 6, 2006

Department of Physics Preliminary Exam January 3 6, 2006 Departent of Physics Preliinary Exa January 3 6, 2006 Day 1: Classical Mechanics Tuesday, January 3, 2006 9:00 a.. 12:00 p.. Instructions: 1. Write the answer to each question on a separate sheet of paper.

More information

Solving initial value problems by residual power series method

Solving initial value problems by residual power series method Theoretical Matheatics & Applications, vol.3, no.1, 13, 199-1 ISSN: 179-9687 (print), 179-979 (online) Scienpress Ltd, 13 Solving initial value probles by residual power series ethod Mohaed H. Al-Sadi

More information

Design of Spatially Coupled LDPC Codes over GF(q) for Windowed Decoding

Design of Spatially Coupled LDPC Codes over GF(q) for Windowed Decoding IEEE TRANSACTIONS ON INFORMATION THEORY (SUBMITTED PAPER) 1 Design of Spatially Coupled LDPC Codes over GF(q) for Windowed Decoding Lai Wei, Student Meber, IEEE, David G. M. Mitchell, Meber, IEEE, Thoas

More information

Reading from Young & Freedman: For this topic, read the introduction to chapter 25 and sections 25.1 to 25.3 & 25.6.

Reading from Young & Freedman: For this topic, read the introduction to chapter 25 and sections 25.1 to 25.3 & 25.6. PHY10 Electricity Topic 6 (Lectures 9 & 10) Electric Current and Resistance n this topic, we will cover: 1) Current in a conductor ) Resistivity 3) Resistance 4) Oh s Law 5) The Drude Model of conduction

More information

Statistical Logic Cell Delay Analysis Using a Current-based Model

Statistical Logic Cell Delay Analysis Using a Current-based Model Statistical Logic Cell Delay Analysis Using a Current-based Model Hanif Fatei Shahin Nazarian Massoud Pedra Dept. of EE-Systes, University of Southern California, Los Angeles, CA 90089 {fatei, shahin,

More information

Hyperbolic Horn Helical Mass Spectrometer (3HMS) James G. Hagerman Hagerman Technology LLC & Pacific Environmental Technologies April 2005

Hyperbolic Horn Helical Mass Spectrometer (3HMS) James G. Hagerman Hagerman Technology LLC & Pacific Environmental Technologies April 2005 Hyperbolic Horn Helical Mass Spectroeter (3HMS) Jaes G Hageran Hageran Technology LLC & Pacific Environental Technologies April 5 ABSTRACT This paper describes a new type of ass filter based on the REFIMS

More information

The Thermal Dependence and Urea Concentration Dependence of Rnase A Denaturant Transition

The Thermal Dependence and Urea Concentration Dependence of Rnase A Denaturant Transition The Theral Dependence and Urea Concentration Dependence of Rnase A Denaturant Transition Bin LI Departent of Physics & Astronoy, University of Pittsburgh, Pittsburgh, PA 15260, U.S.A Feb.20 th, 2001 Abstract:

More information

EFFECT OF SURFACE ASPERITY TRUNCATION ON THERMAL CONTACT CONDUCTANCE

EFFECT OF SURFACE ASPERITY TRUNCATION ON THERMAL CONTACT CONDUCTANCE EFFECT OF SURFACE ASPERITY TRUNCATION ON THERMAL CONTACT CONDUCTANCE Fernando H. Milanez *, M. M. Yovanovich, J. R. Culha Microelectronics Heat Transfer Laboratory Departent of Mechanical Engineering University

More information

On The Mechanics of Tone Arms

On The Mechanics of Tone Arms On Dick Pierce Professional Audio Developent Wherein we explore soe of the basic physical echanics of tone ars. INTRODUCTION Mechanics is a branch of physics that explores the behavior and analysis of

More information

Using a De-Convolution Window for Operating Modal Analysis

Using a De-Convolution Window for Operating Modal Analysis Using a De-Convolution Window for Operating Modal Analysis Brian Schwarz Vibrant Technology, Inc. Scotts Valley, CA Mark Richardson Vibrant Technology, Inc. Scotts Valley, CA Abstract Operating Modal Analysis

More information

On the Communication Complexity of Lipschitzian Optimization for the Coordinated Model of Computation

On the Communication Complexity of Lipschitzian Optimization for the Coordinated Model of Computation journal of coplexity 6, 459473 (2000) doi:0.006jco.2000.0544, available online at http:www.idealibrary.co on On the Counication Coplexity of Lipschitzian Optiization for the Coordinated Model of Coputation

More information

Some Perspective. Forces and Newton s Laws

Some Perspective. Forces and Newton s Laws Soe Perspective The language of Kineatics provides us with an efficient ethod for describing the otion of aterial objects, and we ll continue to ake refineents to it as we introduce additional types of

More information

OStudy of Real Gas Behavior: Ideality of CO 2 Gas

OStudy of Real Gas Behavior: Ideality of CO 2 Gas OStudy of Real Gas Behavior: Ideality of CO Gas Subitted: March, 014 CHEM 457, Section Departent of Cheistry, The Pennsylvania State University, University Park, PA 1680 Jessica Slavejkov Bashayer Aldakkan,

More information