Fluid substitution in rocks saturated with viscoelastic fluids

Size: px
Start display at page:

Download "Fluid substitution in rocks saturated with viscoelastic fluids"

Transcription

1 GEOPHYSICS, VOL. 7, NO. 2 MARCH-APRIL 2 ; P. E11 E122, 7 FIGS..119/ Fluid ubtitution in rock aturated with vicoelatic fluid Dina Makarynka 1, Bori Gurevich 2, Jyoti Behura 3, and Mike Batzle 4 ABSTRACT Heavy oil have high denitie and extremely high vicoitie, and they exhibit vicoelatic behavior. Traditional rock phyic baed on Gamann theory doe not apply to material aturated with vicoelatic fluid. We ue an effective-medium approach known a coherent potential approximation CPA a an alternative fluid-ubtitution cheme for rock aturated with vicoelatic fluid. Such rock are modeled a olid with elliptical fluid incluion when fluid concentration i mall and a upenion of olid particle in the fluid when the olid concentration i mall. Thi approach i conitent with concept of percolation and critical poroity, and it allow one to model andtone and unconolidated and.we model the vicoelatic propertie of a heavyoil-aturated rock ample uing CPA and a meaured frequencydependent complex hear modulu of the heavy oil. Comparion of modeled reult with meaured propertie of the heavy-oil rock reveal a large dicrepancy over a range of frequencie and temperature. We modify the CPA cheme to account for the effect of binary pore tructure by introducing a compliant poroity term. Thi dramatically improve the prediction. The predicted value of the effective hear modulu of the rock are in good agreement with laboratory data for the range of frequencie and temperature. Thi confirm that our cheme realitically etimate the frequency- and temperature-dependent propertie of heavy-oil rock and can be ued a an approximate fluid-ubtitution approach for rock aturated with vicoelatic fluid. INTRODUCTION Growing demand for hydrocarbon energy ource ha renewed interet in production from bituminou and heavy-oil reervoir. Heavy-oil reerve account for more than 6 trillion barrel-in-place worldwide triple the world reerve of conventional oil and ga Batzle et al., 26. However, the high vicoity of heavy oil make them difficult or impoible to produce uing conventional technology. A variety of method currently ued by the indutry aim at lowering the vicoity by injecting heat or chemical olvent. Thermal recovery method have been the mot efficient in heavy-oil production, with recovery rate a high a 8%. Injected heat alter the already-complex phyical propertie of the heavy-oil reervoir, uch a eimic velocity, denity, and attenuation. Tracking thee change with time-lape eimic technique can coniderably improve recovery efficiency. Appropriate rock-phyic modeling i important for quantitative interpretation of the change in eimic repone due to alteration in reervoir and fluid propertie during production. Seimic fluid-ubtitution modeling uing Gamann equation Gamann, 191 i routine in analyzing and interpreting eimic velocitie and amplitude Smith et al., 23. Given pore, frame, and fluid propertie of a rock, Gamann equation can be ued to predict the bulk modulu of a rock under quai-tatic condition. The correponding dynamic moduli can be obtained from Biot theory of poroelaticity Biot, 196, an extenion of Gamann theory to finite frequencie. One important reult of the Gamann/Biot theory i that the effective hear modulu i identical to the frame hear modulu. In other word, the exitence of the fluid ha no effect on the effective hear modulu of the rock. A known from laboratory meaurement Nur et al., 1984; Eatwood, 1993; Schmitt, 1999; Batzle et al., 26; Behura et al., 27; Han et al., 27a, heavy oil exhibit vicoelatic behavior uch that their moduli are frequency and temperature dependent. Oil that be- Manucript received by the Editor 18Augut 29; publihed online 9April 2. 1 Curtin Univerity of Technology, Department of Exploration Geophyic, Perth,Autralia. d.makarynka@curtin.edu.au. 2 Curtin Univerity of Technology, Department of Exploration Geophyic and CSIRO Diviion of Petroleum Reource, Perth, Autralia. b.gurevich@curtin.edu.au. 3 Formerly Colorado School of Mine, Department of Geophyic, Center for Wave Phenomena, Golden, Colorado, U.S.A.; preently BPAmerica, Exploration and Production Technology, Houton, Texa, U.S.A. jyoti.behura@bp.com. 4 Colorado School of Mine, Department of Geophyic, Center for RockAbue, Golden, Colorado, U.S.A. mbatzle@mine.edu. 2 Society of Exploration Geophyicit. All right reerved. E11

2 E116 Makarynka et al. have like a Newtonian liquid at low frequencie can act a a nearly elatic olid at high frequencie. In between thee extreme cae, wave propagation in heavy oil i diperive and exhibit trong attenuation. Indeed, the heavier the oil, the more long-chain or highcarbon-number molecule preent, reulting in higher vicoity. Although vicoity i influenced by preure and ga content, it i primarily a function of oil gravity, compoition, and temperature. Depending on temperature condition, heavy oil can have a finite hear modulu even at eimic frequencie, making Gamann/Biot poroelatic contitutive equation inapplicable to heavy-oil rock. When a rock i aturated with heavy oil, it behavior alo become vicoelatic Behura et al., 27. A dramatic decreae of compreional velocitie in heavy-oil and with increaing temperature ha been oberved in laboratory experiment Toaya et al., 1987.Depite the fact that thi decreae wa in part caued by the abnormally high preure in the experimental etup, the main factor reponible for the velocity decreae i change in fluid propertie with temperature. Laboratory experiment provide evidence of the complex propertie of heavy-oil rock. In particular, Hanetal. 27a, 27b, 28 tudy variou effect on the compreional- and hear-wave velocitie of heavy-oil and, uch a rock texture, pore-fluid propertie, preure, and interaction between pore fluid and rock-frame propertie at different temperature. Hanetal. 27b alo tet Gamann prediction againt experimental data for a range of temperature. They indicate that a temperature decreae below 6 C, heavy oil become diperive and Gamann etimate no longer match the data. Vicoelatic behavior of the oil violate Gamann theory. Indeed, Gamann theory i baed on Pacal Law, which tate that, in the abence of body force, fluid preure i the ame throughout the pore pace. Thi law i not applicable to vicoelatic media. Biot theory i not applicable to heavy oil either becaue it ignore the vicoelatic phenomenon by neglecting the fluid hear tre in the microcopic pore-cale contitutive equation Pride et al., 1992; Gurevich, 22. Several approache to modeling effective elatic propertie of rock aturated with heavy oil have been propoed Marion and Nur, 1991; Eatwood, 1993; Tiklauri and Berenev, 23; Leurer and Dvorkin, 26; Ciz and Shapiro, 27; Da and Batzle, 28; Gurevich et al., 28. However, verification of thee model uing controlled laboratory experiment wa not poible. We propoe an alternative modeling cheme baed on equivalent-medium theory for rock aturated with vicoelatic fluid. Comparion with laboratory data allow u to refine the cheme uing the concept of dual poroity to obtain reaonable agreement between theory and experiment. Our approach can be ued for practical application to produce reliable etimate of effective frequency- and temperature-dependent propertie of heavy-oil rock. METHODOLOGY Effective-medium model Fluid aturation i an important parameter influencing the eimic propertie of rock. A mentioned, the effect of a Newtonian pore fluid on the elatic moduli of a rock can be predicted from the propertie of dry rock and fluid compreibility uing the Gamann/Biot theory. An alternative approach, which addree the problem of etimating elatic moduli from knowledge of rock contituent and microtructure, i baed on effective-medium theorie e.g., Hahin and Shtrikman, 1963; Budianky, 196; Hill, 196; Mukerji et al., 199; Kazatchenko et al., 24. Thee theorie allow one to compute equivalent elatic propertie of a mixture of two or more elatic contituent. Unlike the Gamann/Biot theory, effective medium theorie require characterization of matrix and pore pace geometry. Furthermore, at ufficiently low frequencie, thee theorie cheme can be applied to mixture of vicoelatic contituent by conidering them a olid with frequency-dependent moduli. Thi i known a elatic-vicoelatic analogy or the correpondence principle Hahin, 197; Haddad, 199. Hence, effective-medium theorie can be applied to heavy-oil rock. To gauge the effect of vicoelaticity of the pore-filling material on the overall rock propertie, we ue Berryman 198, 1992 cheme baed on a elf-conitent theory. Thi cheme i a elf-conitent verion of the average T-matrix approximation of Küter and Tököz 1974 and i alo known a coherent potential approximation CPA. CPA i a veratile mixing law of the theory of compoite. It i known to provide reliable etimate of frame moduli of heterogeneou material Oguhwitz, 198. CPA ue the concept of elatic-wave cattering theory for the deformation of iotropic incluion and approximate the interaction of the incluion by replacing the background medium with an a-yet-unknown effective medium. Thi mean that the effect of many pore of a particular hape i given by olving the canonical problem of a ingle pore urrounded by a uniform medium with yet-unknown elatic propertie of the porou compoite. Milton 198 prove rigorouly that CPA i a realizable effective medium cheme, i.e., there exit a particular geometric arrangement of the contituent for which thi cheme i exact. A key property of CPA i that it i ymmetrical with repect to the contituent. Each contituent i treated equally in the cheme, meaning that no ingle contituent act a a hot to the other but that a more abundant contituent i the load-bearing one. Thu, a olidfluid mixture i modeled a a olid with fluid incluion of a particular hape when fluid concentration i mall and a a upenion of olid particle in the fluid when the olid concentration i mall. Thi property i conitent with the concept of percolation and critical poroity Nur et al., 199 and allow one to model ituation when heavy oil i a pore-filling fluid and when it i part of the rock matrix. CPA calculate the effective propertie of a porou rock uing known propertie of the olid matrix, the pore fluid, and the pore apect ratio. The implicit CPAformula for bulk K and hear G moduli of a two-component rock one olid phae, one fluid phae are K f K P f 1 K K P, G f G Q f 1 G G Q, where i poroity; K f and G f are bulk and hear moduli of the pore fill, repectively; K and G are bulk and hear moduli of the matrix grain material, repectively; and P and Q are invariant of the Wu tenor Wu, The component of thi tenor depend on the apect ratio of the pore and on the bulk and hear moduli of the pore fill, matrix material, and a-yet-unknown effective moduli K and G of the compoite. We ue the expreion of the Wu tenor for pheroidal incluion of arbitrary apect ratio to decribe the pore/grain geometry of typical andtone. Thee expreion are cumberome and can be found in Berryman 198 or Mavko et al Equation 1 and 2 are coupled and can be olved by iteration: 1 2 K n 1 K fp n f 1 K P n P n f 1 P n, 3

3 Fluid ubtitution in heavy-oil rock E117 G n 1 G fq n f 1 G Q n Q n f 1 Q n. 4 Equation 3 and 4 can be ued to etimate the effective elatic moduli of a aturated rock. The iteration proce require a firt gue of K 1 and G 1, which can be calculated uing the Voigt-Reu-Hill average. The cheme can alo be ued to calculate the dry-frame propertie K dry, G dry by etting the bulk and hear moduli of the aturating fluid to zero rock with empty pore. Complex hear modulu of heavy oil To apply CPA to calculate the effective propertie of a rock aturated with heavy oil, we need to know it complex temperature- and frequency-dependent hear modulu. For vicoelatic material, the hear modulu G i complex and repreent the ability of a material to tore energy elatically and to diipate it a a vicou fluid: G G ig, where G, in vicoelaticity theory, i a torage modulu and G i a lo modulu Ferry, 198. The frequency dependency of the complex hear modulu of heavy oil can be approximated by Cole-Cole empirical diperion equation Cole-Cole, 1941; Gurevich et al., 28, which relate complex hear modulu with hear moduli at the low- and high-frequency limit, angular frequency, and relaxation time. The relaxation time depend on fluid vicoity, which i a function of temperature. According to Hanetal. 28, the temperature dependency of heavy oil can be decribed by three main tage, depending on the oil liquid point: liquid tate, quai-olid tate, and olid tate. Thi dependency can alo be approximated by empirical relationhip e.g., Begg and Robinon, 197. The dependency of propertie of linear vicoelatic material on frequency and temperature can be implified by uing the temperature-frequency uperpoition principle, which tate that the diperion curve for different temperature are the ame if the frequency i normalized by ome temperature-dependent parameter William et al., 19. Thi mean, for intance, that the Cole-Cole diperion equation can be ued for all temperature uing the Begg and Robinon 197 vicoity-temperature relationhip. To perform fluid ubtitution for heavy-oil rock, frequency- and temperature-dependent complex modulu mut be ued in equation 3 and 4 intead of G f. Comparion with known olution for dry and liquid-aturated rock Before applying CPA to heavy-oil rock, we tet it applicability to the limiting cae of Newtonian liquid/olid mixture. Figure 1 how CPA prediction for dry and water-aturated rock with a quartz matrix for a range of poroitie and apect ratio. The predicted bulk moduli are compared with the empirical model of Krief et al. 199 and the Hahin-Shtrikman HS bound Hahin and Shtrikman, The Krief et al. etimate of K dry correpond more cloely to the CPA etimate with.2, which are conitent with value of apect ratio for and-related pore reported in literature e.g., Xu and White, 199. A expected, all CPA etimate lie within HS bound. In Figure 2, we compare the difference between CPA etimate of aturated and dry moduli K K dry with Gamann prediction for quartz/water mixture for realitic crack denitie. crack denity i related to poroity and apect ratio of the pheroidal crack by 3 /4. Thi comparion i important becaue any mixture model for rock aturated with a vicoelatic ubtance mut be conitent with Gamann equation when the pore-filling ubtance i a Newtonian fluid. At the ame time, model baed on iolated ellipoidal pore are not exactly Gamann conitent becaue fluid preure in the pore varie with their orientation Thomen, 198; Mavko and Jizba, A can be een from Figure 2, the CPA reult are in the bet agreement with Gamann prediction for pherical pore and how the maximum deviation from Gamann etimate for relatively flat pore. For apect ratio.2.4 and typical poroitie of up to.2, we oberve atifactory agreement with Gamann prediction. The dicrepancy i le than 1 GPa. We thu conclude that CPA i approximately Gamann conitent within typical meaurement error. a) K dry (GPa) b) K (GPa) Poroity (fraction) Poroity (fraction) α Kr HS α Kr HS Figure 1. Bulk moduli of dry a and aturated b quartz andtone veru poroity. CPA etimate for different apect ratio olid line, Hahin-Shtrikman bound ymbol and Krief et al. model dahed line. Comparion of CPA etimate of a dry bulk modulu of a rock with quartz matrix and b bulk modulu of a water/ quartz mixture. Hahin-Shtrikman bound HS and Krief et al. model Kr for different apect ratio and poroitie.

4 E118 Makarynka et al. FLUID-SUBSTITUTION SCHEME USING CPA If the effective pore apect ratio i known, the effective elatic propertie of a rock can be computed by iterating equation 3 and 4. Here, we aume that the rock tructure can be approximated by ellipoid with the ame effective apect ratio. Of coure, pore geometry of real rock i more complicated and conit of pore of different ize and hape. However, ellipoid often are ued to capture ome eential propertie of uburface void, providing imple parameterization of the enormou complexity of the real pore pace. For a given rock ample, the effective pore apect ratio can be etimated from dry moduli in Gamann fluid ubtitution, K dry i the key input parameter a well. Given K dry, the effective apect ratio can be etimated by the invere CPA cheme equation 3 and 4 with fluid moduli et to zero. The apect ratio can alo be derived uing the invere CPA cheme if we know the bulk modulu K of the rock aturated with a fluid with known bulk modulu e.g., water.alternatively, apect ratio can be etimated from hear moduli. Once i etimated, we can calculate the effective moduli of a aturated rock for any pore-filling material uing the forward CPA cheme. The CPA fluid-ubtitution workflow involve three tep. Firt, invere CPA i ued to etimate the effective uing known dry or aturated bulk or hear modulu. Second, we obtain the frequency- and temperature-dependent complex hear modulu of the pore fill G f from laboratory meaurement. If uch meaurement are not available in the range of temperature and frequencie required, they can be interpolated uing known empirical relationhip Cole-Cole, 1941; Begg and Robinon, 197 and the frequencytemperature uperpoition principle William et al., 19; Ferry, 198. Finally, we calculate the effective elatic moduli of a rock aturated with vicoelatic fluid uing the forward CPA cheme equation 3 and 4 with the complex hear modulu of pore fill G f. K K (GPa) dry ε < Poroity (fraction) α Figure 2. Difference between water-aturated and dry moduli of a rock with quartz matrix a a function of poroity and apect ratio for crack denitie.: CPA dahed line veru Gamann etimate olid line. COMPARISON WITH LABORATORY MEASUREMENTS Uvalde heavy-oil rock We apply our CPA fluid-ubtitution cheme to Uvalde heavy-oil rock from Texa, U.S.A. The laboratory meaurement conducted on thi rock have been reported in the literature Batzle et al., 26; Behura et al., 27; Da and Batzle, 28. The Uvalde rock i a carbonate aturated with extremely vicou heavy oil with anapi denity of five 1.12 g/cm 3. It ha poroity of approximately 2%, and permeability of md. A hear rheometer wa ued to meaure the complex hear modulu of the rock at temperature ranging from 3 C to 3 C and frequencie ranging from.1 to 8 Hz. Then the oil wa extracted and it complex hear modulu wa meaured in the ame frequency range and temperature ranging from 3 C to 2 C. The meaured torage modulu of the Uvalde rock and the extracted oil for the range of frequencie and temperature ranging from 3 C to 2 C are hown in Figure 3. The miing data point have been interpolated. The modulu of the heavy-oil-aturated rock how a moderate dependency on frequency and a trong influence by temperature. The torage modulu G of the rock increae with frequency for temperature le than C. At higher temperature, the behavior of the torage modulu G i weakly dependent on frequency. The trend oberved for the rock hear propertie look imilar to thoe for the extracted oil. The Uvalde oil how noticeable diperion for temperature le than 18 C. At low temperature, the extracted heavy oil upport a hear wave; but with increaing temperature, it torage modulu decreae rapidly, imilar to what i oberved for the rock hear modulu. A in the cae with the rock, at higher temperature the torage modulu of the oil G f i nearly independent of frequency. In general, G f increae with increaing frequency for all temperature. Therefore, we can conclude that the mechanical repone of a heavy-oil rock with changing temperature and frequency i trongly influenced by the behavior of the pore-filling oil. Modeling with a ingle apect ratio Given that the meaurement of the hear propertie of the Uvalde oil and Uvalde rock are available, we ue the fluid-ubtitution workflow decribed above. We firt predict the effective elatic propertie of the Uvalde rock aturated with the Uvalde oil uing CPA. Then we compare the predicted torage modulu of the rock with laboratory data. We perform our modeling for the full range of frequencie and temperature ranging from 3 C to 2 C. We take the phyical propertie of the grain material a thoe of calcite K 6 GPa, G 3 GPa, denity 2.71 g/cm 3. The dry hear modulu G dry of the Uvalde rock ha not been meaured, o we analyze the available value of the temperature- and frequency-dependent hear propertie of the oil and rock to obtain G dry.inour analyi, we aume that at high temperature and low frequencie, the pore fluid behave a a Newtonian fluid and ha no effect on the effective hear propertie of the rock. Indeed, careful analyi of laboratory data Figure 3 how that for temperature over 12 C, the hear modulu of the Uvalde rock i a real contant G 1.4 GPa. Thi mean the effective hear modulu G become identical to G dry. Next, we olve equation 3 and 4 to obtain uing the etimated G dry. Then we ue the forward CPA to compute the frequency- and temperature-dependent effective hear modulu of the Uvalde rock

5 Fluid ubtitution in heavy-oil rock E119 aturated with the Uvalde oil. In Figure 4a, we compare the calculated effective hear moduli of the rock ymbol with the laboratorymeaured moduli line. We can ee that CPA i unable to capture the trend of the frequency and temperature dependency of the rock hear propertie, epecially for low temperature. The etimated moduli are ignificantly lower than the meaured one. In Figure 4b, we compare the prediction of the effective torage modulu computed by the vicoelatic extenion of Gamann theory EG Ciz and Shapiro, 27 with laboratory data. The EG prediction ymbol deviate from the laboratory data line even more than the CPAetimate Figure 4a. Compliant poroity For additional inight into frequency- and temperature-dependent behavior of Uvalde rock, we compare torage moduli of the rock and oil a a function of temperature for different frequencie Figure. We oberve a ubtantial variation of the rock torage modulu G ymbol with temperature for different frequencie, contrary to the relatively moderate variation of the oil torage modulu G f line. For intance, G 8-Hz frequency varie from approximately 2 GPa up to 17 GPa, wherea G f varie from almot to 1.2 GPa. Thi ugget that a imple mixing law, uch a CPA with a ingle apect ratio, cannot account for thoe obervation. The effect of poroity and fluid on elatic propertie of rock i often modeled uing the binary tructure of the pore pace relatively tiff pore that occupy mot of the pore pace and relatively compliant oft pore preent at grain contact, reponible for the preure dependency of the elatic moduli. At high frequencie, fluid flow doe not have enough time to equilibrate pore-preure gradient between the two pore type, effectively iolating compliant pore from tiff pore and from each other. If a rock i aturated with vicoelatic fluid, thi effect may occur even at relatively low frequencie, a conidered in thi tudy. When heavy oil i in a near- a) 2 G' (GPa) 1 o T (C) b) 2 G' (GPa) 1 o T (C) Log frequency (Hz) Figure 3. Variation of a torage modulu G f of Uvalde heavy oil and b torage modulu G of Uvalde heavy-oil rock with frequency and temperature a meaured by Behura et al. 27. Figure 4. Comparion of frequency- and temperature-dependent torage modulu G predicted by a CPA with a ingle apect ratio ymbol and by b extended Gamann ymbol with laboratory meaurement conducted on a Uvalde heavy-oil rock ample line. T i temperature.

6 elatic tate, it cannot flow out of oft pore, tiffening the compliant grain contact. The preence of compliant pore may lead to additional diperion of compreional and hear wave in heavy-oil rock becaue of the dependency of the normal tiffne of thee contact on the torage modulu of the pore fill Mavko and Jizba, Poor performance of both CPA with a ingle apect ratio and EG may be explained by the preence of compliant pore in the rock matrix. Modeling with two apect ratio f E12 Makarynka et al. To account for the effect of double poroity, we introduce the compliant poroity term to equation 3 and 4: G' (GPa) 2 1 f (Hz) Temperature ( o C) Figure. Laboratory meaurement of torage moduli G of Uvalde heavy oil line and Uvalde heavy-oil rock line with ymbol for a range of frequencie and temperature. G' (GPa) Log frequency (Hz) o T (C) Figure 6. Comparion of frequency- and temperature-dependent torage modulu G predicted by CPA with two apect ratio ymbol with laboratory meaurement carried out on a Uvalde heavyoil rock ample line. K n 1 K f P n f c K f P n fc 1 K P n P n f c P n fc 1 P n, 6 G n 1 G f Q n f c G f Q n fc 1 G Q n Q n f c Q n fc 1 Q n, 7 where i tiff poroity that occupie mot of the pore pace, c i compliant poroity preent within the grain and at grain contact, and c. Now the problem become more complicated becaue equation 6 and 7 mut be inverted to etimate three unknown parameter: compliant poroity c, and apect ratio of compliant and tiff pore c and, repectively. For the fitting procedure, we ue dry hear modulu G dry and aturated hear modulu G meaured at C and two frequencie,.8 and 1.8 Hz. We aume the grain can be decribed by the apect ratio g.8 and keep it contant. The reult of the fitting or the invere CPA are c.1, 1, and c.4. Next, we ue the etimated parameter in the forward CPAcheme to predict the frequency- and temperature-dependent hear modulu G of the Uvalde rock. The reult are compared with meaurement in Figure 6. We oberve very good agreement between the CPA prediction ymbol and the laboratory data line. The only deviation larger than the meaurement error approximately 2.9 GPa; ee Behura et al., 27 i oberved at high frequencie for 3 C. We alo compute the hear quality factor Q inverely proportional to the attenuation coefficient from the predicted complex effective hear modulu of the rock. Figure 7b how Q predicted by CPA. The general trend of etimated attenuation i imilar to the meaured one Figure 7a. However, the meaured Q exhibit more ignificant variation with frequency. DISCUSSION The method decribed in thi paper a well a other method baed on effective-medium theorie are baed on analogy between elaticity and vicoelaticity. Thi analogy i limited to ufficiently low frequencie uch that the inertial term in the equation of vicoelaticity are mall and can be neglected Hahin, 197. Thi limitation i expected to be atified at eimic frequencie but may no longer be valid at higher frequencie where effect of quirt may become important Leurer and Dvorkin, 26. We have decribed the CPA fluid-ubtitution workflow auming a ingle apect ratio. One can ue a ingle apect ratio when the range of pore hape doe not vary ignificantly. Thi might be the cae when compliant grain-to-grain contact or intragranular poroity doe not ignificantly contribute to overall rock tiffne for intance, well-conolidated rock with welded grain or at high effective preure when compliant pore are cloed. However, in mot edimentary rock, compliant pore grain-to-grain contact with low apect ratio contribute to the total poroity and are reponible for the tre dependency of elatic propertie. When compliant pore are preent in the rock matrix, introducing a econd pore apect ratio into the cheme become important. Preent work aume that the poroity and geometry of the pore pace of the rock matrix are the ame for dry and oil-aturated rock, regardle of oil rheology. We alo aume that oil compoition doe not vary with temperature. Thee condition may be violated in field and laboratory tudie Behura et al., 27; Han et al., 27a. Note

7 Fluid ubtitution in heavy-oil rock E121 We have ued a elf-conitent mixing method known a coherent potential approximation a an alternative fluid-ubtitution cheme for rock aturated with vicoelatic fluid. Firt, CPA equation were inverted to obtain effective apect ratio of a rock from dry modulu. Then forward CPA with temperature- and frequency-dependent moduli of vicoelatic pore fill were ued to obtain aturated moduli. We teted CPA etimate of effective bulk moduli of a dry and a Newtonian fluid-aturated rock againt analytical olution. CPA prediction atify the Hahin-Shtrikman bound and are approximately conitent with Gamann equation and the Krief et al. model. A comparion with laboratory meaurement revealed that CPA with a ingle apect ratio i not adequate in predicting the frequency and temperature dependency of the effective hear modulu of the Uvalde heavy-oil rock. We modified the cheme to account for the binary tructure of the pore pace. Inverted CPA wa ued to etimate three unknown parameter: compliant poroity and apect ratio of tiff and compliant pore from the laboratory-meaured effective dry and aturated hear moduli at a ingle temperature and at two frequencie. In thi cae, CPA reproduced frequency- and temperature-dependent behavior of the hear modulu and attenuation of Uvalde heavy-oil rock, proven by good agreement with laboratory data. Thi confirm that the propoed cheme provide realitic etimate of the propertie of heavy-oil rock and can be ued a an approximate fluid-ubtitution approach for rock aturated with vicoelatic fluid. ACKNOWLEDGMENTS We thank the ponor of the Curtin Reervoir Geophyic Conortium CRGC, CSIRO Earth Science and Reource Engineering, and Autralian Potgraduate Award APA for financial upport. We alo thank Kontantin Oypov, Oleg Dinariev, and Serge A. Shapiro for timulating dicuion. REFERENCES Figure 7. Variation of quality factor Q of Uvalde heavy-oil rock with frequency and temperature a a meaured by Behura et al. 27 and b a predicted by CPAwith two apect ratio. that we do not examine the preure and ga effect on moduli/velocitie, which might be important in the recovery proce. CONCLUSIONS Batzle, M., R. Hofmann, and D.-H. Han, 26, Heavy oil Seimic propertie: The Leading Edge, 2, Begg, H. D., and J. R. Robinon, 197, Etimation of the vicoity of crude oil ytem: Journal of Petroleum Technology, 27, Behura, J., M. Batzle, R. Hofmann, and J. Dorgan, 27, Heavy oil: Their hear tory: Geophyic, 72, no., E17 E183. Berryman, J. G., 198, Long-wavelength propagation in compoite elatic media II. Ellipoidal incluion: Journal of the Acoutical Society of America, 68, , 1992, Single-cattering approximation for coefficient in Biot equation of poroelaticity: Journal of the Acoutical Society of America, 91, Biot, M. A., 196, Theory of propagation of elatic wave in a fluid aturated porou olid. II. Higher frequency range: Journal of theacoutical Society ofamerica, 28, Budianky, B., 196, On the elatic moduli of ome heterogeneou material: Journal of the Mechanic Phyic of Solid, 13, Ciz, R., and S. A. Shapiro, 27, Generalization of Gamann equation for porou media aturated with a olid material: Geophyic, 72, no. 6, A7 A79. Cole, K. S., and R. H. Cole, 1941, Diperion and aborption in dielectric, I Alternating current characteritic: Journal of Chemical Phyic, 9, Da, A., and M. Batzle, 28, Modeling tudie of heavy oil in between olid and fluid propertie: The Leading Edge, 27, Eatwood, J., 1993, Temperature-dependent propagation of P-wave and S-wave in Cold Lake oil and: Comparion of theory and experiment: Geophyic, 8, Ferry, J. D., 198, Vicoelatic propertie of polymer: John Wiley & Son, Inc. Gamann, F., 191, Über die Elatizität poröer Medien: Vierteljahrchrift der Naturforchenden Geelchaft in Zürich, 96, Gurevich, B., 22, Effect of fluid vicoity on elatic wave attenuation in porou rock: Geophyic, 67, Gurevich, B., K. Oypov, R. Ciz, and D. Makarynka, 28, Modeling elatic wave velocitie and attenuation in rock aturated with heavy oil: Geophyic, 73, no. 4, E11 E122. Haddad, Y. M., 199, Vicoelaticity of engineering material: Springer. Han, D.-H., J. Liu, and M. Batzle, 28, Seimic propertie of heavy oil Meaured data: The Leading Edge, 27, Han, D.-H., Q. Yao, and H.-Z. Zhao, 27a, Complex propertie of heavy oil and: 77th Annual International Meeting, SEG, Expanded Abtract, Han, D.-H., H.-Z. Zhao, and Q. Yao, 27b, Velocity of heavy oil and: 77th Annual International Meeting, SEG, ExpandedAbtract, Hahin, Z., 197, Complex moduli of vicoelatic compoite I. General theory and application to particulate compoite: International Journal of Solid and Structure, 6, Hahin, Z., and S. Shtrikman, 1963, A variational approach to the theory of the elatic behaviour of multiphae material: Journal of the Mechanic and Phyic of Solid, 11, Hill, R., 196, A elf-conitent mechanic of compoite material: Journal of the Mechanic and Phyic of Solid, 13, Kazatchenko, E., M. Markov, and A. Mouatov, 24, Joint modelling of

8 E122 Makarynka et al. acoutic velocitie and electrical conductivity from unified microtructure of rock: Journal of Geophyical Reearch, 9, B122. Krief, M., J. Garat, J. Stellingwerff, and J. Ventre, 199, A petrophyical interpretation uing the velocitie of P and S wave full-waveform onic : The LogAnalyt, 31, Küter, G. T., and M. N. Tököz, 1974, Velocity and attenuation of eimic wave in two phae media Part I: Theoretical formulation: Geophyic, 39, Leurer, K. C., and J. Dvorkin, 26, Vicoelaticity of precompacted unconolidated and with vicou cement: Geophyic, 71, no. 2, T31 T4. Marion, D., and A. Nur, 1991, Pore-filling material and it effect on velocity in rock: Geophyic, 6, Mavko, G., and D. Jizba, 1991, Etimating grain-cale fluid effect on velocity diperion in rock: Geophyic, 6, Mavko, G., T. Mukerji, and J. Dvorkin, 1998, The rock phyic handbook: Tool for eimic analyi in porou media: Cambridge Univerity Pre. Milton, G. W., 198, The coherent potential approximation i a realizable effective medium cheme: Communication in Mathematical Phyic, 99, 463. Mukerji, T., J. G. Berryman, G. Mavko, and P. A. Berge, 199, Differential effective modelling of rock elatic moduli with critical poroity contraint: Geophyical Reearch Letter, 22, 8. Nur, A., G. Mavko, J. Dvorkin, and D. Gal, 199, Critical poroity: The key to relating phyical propertie to poroity in rock: 6th Annual International Meeting, SEG, Expanded abtract, Nur, A., C. Toaya, and D. V. Thanh, 1984, Seimic monitoring of thermal enhanced oil recovery procee: 4th Annual International Meeting, SEG, ExpandedAbtract, Oguhwitz, P. R., 198, Applicability of the Biot theory. I Low poroity material: Journal of theacoutical Society ofamerica, 77, Pride, S. R., A. F. Gangi, and F. D. Morgan, 1992, Deriving the equation of motion for porou iotropic media: Journal of the Acoutical Society of America, 92, Schmitt, D. R., 1999, Seimic attribute for monitoring of a hallow heated heavy oil reervoir: Acae tudy: Geophyic, 64, Smith, T. M., C. H. Sondergeld, and C. S. Rai, 23, Gamann fluid ubtitution: Atutorial: Geophyic, 68, Thomen, L., 198, Biot-conitent elatic moduli of porou rock: Low-frequency limit: Geophyic,, Toaya, C., A. Nur, D. Vo-Thanh, and G. Da Prat, 1987, Laboratory eimic method for remote monitoring of thermal EOR: SPE Reervoir Evaluation and Engineering, 2, Tiklauri, D., and I. Berenev, 23, Propertie of elatic wave in a non- Newtonian Maxwell fluid-aturated porou medium: Tranport in Porou Media, 3, 39. William, M. L., R. F. Landel, and J. D. Ferry, 19, The temperature dependence of relaxation mechanim in amorphou polymer and other glaforming liquid: Journal of the American Chemical Society, 77, Wu, T. T., 1966, The effect of incluion hape on the elatic moduli of a twophae material: International Journal of Solid and Structure, 2, 1 8. Xu, S., and R. E. White, 199, A new velocity model for clay-and mixture: Geophyical Propecting, 43,

Frequency dependent attenuation and dispersion in patchysaturated

Frequency dependent attenuation and dispersion in patchysaturated Frequency dependent attenuation and diperion in patchyaturated porou rock Huixing Zhang, ritopher A. Innanen. Key Lab of Submarine Geocience and Propecting Technique, MOE, Ocean Univerity of China;. Department

More information

Effects of vector attenuation on AVO of offshore reflections

Effects of vector attenuation on AVO of offshore reflections GEOPHYSICS, VOL. 64, NO. 3 MAY-JUNE 1999); P. 815 819, 9 FIGS., 1 TABLE. Effect of vector attenuation on AVO of offhore reflection J. M. Carcione ABSTRACT Wave tranmitted at the ocean bottom have the characteritic

More information

MODELLING OF FRICTIONAL SOIL DAMPING IN FINITE ELEMENT ANALYSIS

MODELLING OF FRICTIONAL SOIL DAMPING IN FINITE ELEMENT ANALYSIS MODELLING OF FRICTIONAL SOIL DAMPING IN FINITE ELEMENT ANALYSIS S. VAN BAARS Department of Science, Technology and Communication, Univerity of Luxembourg, Luxembourg ABSTRACT: In oil dynamic, the oil i

More information

On the Unjacketed Moduli of Sedimentary Rock

On the Unjacketed Moduli of Sedimentary Rock 897 On the Unjacketed Moduli of Sedimentary Rock Roman Y. Makhnenko, Ph.D., A.M.ASCE 1 ; Ali Tarokh, Ph.D. 2 ; and Yuri Y. Podladchikov, Ph.D. 3 1 Dept. of Civil and Environmental Engineering, Univ. of

More information

R ) as unknowns. They are functions S ) T ). If. S ). Following the direct graphical. Summary

R ) as unknowns. They are functions S ) T ). If. S ). Following the direct graphical. Summary Stochatic inverion of eimic PP and PS data for reervoir parameter etimation Jinong Chen*, Lawrence Berkeley National Laboratory, and Michael E. Glinky, ION Geophyical Summary We develop a hierarchical

More information

SIMULATING THE STRESS AND STRAIN BEHAVIOR OF LOESS VIA SCC MODEL

SIMULATING THE STRESS AND STRAIN BEHAVIOR OF LOESS VIA SCC MODEL SIMULATING THE STRESS AND STRAIN BEHAVIOR OF LOESS VIA SCC MODEL M.D. LIU Faculty of Engineering, Univerity of Wollongong, Autralia, martindl@uow.edu.au J. LIU Faculty of Engineering, Univerity of Wollongong,

More information

On the Isentropic Forchheimer s Sound Waves Propagation in a Cylindrical Tube Filled with a Porous Media

On the Isentropic Forchheimer s Sound Waves Propagation in a Cylindrical Tube Filled with a Porous Media 5th WSEAS Int. Conf. on FLUID MECHANICS (FLUIDS') Acapulco, Mexico, January 5-7, On the Ientropic Forchheimer Sound Wave Propagation in a Cylindrical Tube Filled with a Porou Media H. M. Dwairi Civil Engineering

More information

Soil water electrical conductivity determination based on the salinity index concept

Soil water electrical conductivity determination based on the salinity index concept European Water 59: 343-349, 2017. 2017 E.W. Publication Soil water electrical conductivity determination baed on the alinity index concept G. Karga *, P. Mougiou, A. Petetidi and P. Kerkide Department

More information

Online supplementary information

Online supplementary information Electronic Supplementary Material (ESI) for Soft Matter. Thi journal i The Royal Society of Chemitry 15 Online upplementary information Governing Equation For the vicou flow, we aume that the liquid thickne

More information

Isentropic Sound Waves Propagation in a Tube Filled with a Porous Media

Isentropic Sound Waves Propagation in a Tube Filled with a Porous Media INTERNATIONAL JOURNAL OF ECHANICS Ientropic Sound Wave Propagation in a Tube Filled with a Porou edia H.. Duwairi Abtract A rigid frame, cylindrical capillary theory of ound propagation in porou media

More information

Source slideplayer.com/fundamentals of Analytical Chemistry, F.J. Holler, S.R.Crouch. Chapter 6: Random Errors in Chemical Analysis

Source slideplayer.com/fundamentals of Analytical Chemistry, F.J. Holler, S.R.Crouch. Chapter 6: Random Errors in Chemical Analysis Source lideplayer.com/fundamental of Analytical Chemitry, F.J. Holler, S.R.Crouch Chapter 6: Random Error in Chemical Analyi Random error are preent in every meaurement no matter how careful the experimenter.

More information

τ ), respectively. Then

τ ), respectively. Then Downloaded /0/ to 9.7.47.34. Reditribution ubject to SEG licene or copyright; ee Term of Ue at http://library.eg.org/ Quality factor affect channel wave propagation in 3D iotropic vicoelatic medium Hui

More information

THE EXPERIMENTAL PERFORMANCE OF A NONLINEAR DYNAMIC VIBRATION ABSORBER

THE EXPERIMENTAL PERFORMANCE OF A NONLINEAR DYNAMIC VIBRATION ABSORBER Proceeding of IMAC XXXI Conference & Expoition on Structural Dynamic February -4 Garden Grove CA USA THE EXPERIMENTAL PERFORMANCE OF A NONLINEAR DYNAMIC VIBRATION ABSORBER Yung-Sheng Hu Neil S Ferguon

More information

Finite-element simulations of Stoneley guided-wave reflection and scattering at the tips of fluid-filled fractures

Finite-element simulations of Stoneley guided-wave reflection and scattering at the tips of fluid-filled fractures GEOPHYSICS, VOL. 75, NO. 2 MARCH-APRIL 2010 ; P. T23 T36, 12 FIGS., 2 TABLES. 10.1190/1.3340361 Finite-element imulation of Stoneley guided-wave reflection and cattering at the tip of fluid-filled fracture

More information

Determination of Flow Resistance Coefficients Due to Shrubs and Woody Vegetation

Determination of Flow Resistance Coefficients Due to Shrubs and Woody Vegetation ERDC/CL CETN-VIII-3 December 000 Determination of Flow Reitance Coefficient Due to hrub and Woody Vegetation by Ronald R. Copeland PURPOE: The purpoe of thi Technical Note i to tranmit reult of an experimental

More information

Estimating floor acceleration in nonlinear multi-story moment-resisting frames

Estimating floor acceleration in nonlinear multi-story moment-resisting frames Etimating floor acceleration in nonlinear multi-tory moment-reiting frame R. Karami Mohammadi Aitant Profeor, Civil Engineering Department, K.N.Tooi Univerity M. Mohammadi M.Sc. Student, Civil Engineering

More information

PART I: AN EXPERIMENTAL STUDY INTO THE VISCOUS DAMPING RESPONSE OF PILE-CLAY INTERFACES

PART I: AN EXPERIMENTAL STUDY INTO THE VISCOUS DAMPING RESPONSE OF PILE-CLAY INTERFACES PART I: AN EXPERIMENTAL STUDY INTO THE VISCOUS DAMPING RESPONSE OF PILE-CLAY INTERFACES V. B. L. Chin, Gue & Partner Sdn Bhd, Malayia; Formerly Monah Univerity, Autralia J. P. Seidel, Foundation QA Pty

More information

THE RATIO OF DISPLACEMENT AMPLIFICATION FACTOR TO FORCE REDUCTION FACTOR

THE RATIO OF DISPLACEMENT AMPLIFICATION FACTOR TO FORCE REDUCTION FACTOR 3 th World Conference on Earthquake Engineering Vancouver, B.C., Canada Augut -6, 4 Paper No. 97 THE RATIO OF DISPLACEMENT AMPLIFICATION FACTOR TO FORCE REDUCTION FACTOR Mua MAHMOUDI SUMMARY For Seimic

More information

Equivalent Strain in Simple Shear Deformations

Equivalent Strain in Simple Shear Deformations Equivalent Strain in Simple Shear Deformation Yan Beygelzimer Donetk Intitute of Phyic and Engineering The National Academy of Science of Ukraine Abtract We how that imple hear and pure hear form two group

More information

Theoretical Acoustic Anisotropy in Rocks

Theoretical Acoustic Anisotropy in Rocks Lecture Note Theoretical Acoutic Aniotropy in Rock Rune M. Holt NTNU, Trondheim, 000 Table of content 1. Definition and origin of aniotropy....3. Formal decription of aniotropy....5 3. Aniotropy in layered

More information

Cake ltration analysis the eect of the relationship between the pore liquid pressure and the cake compressive stress

Cake ltration analysis the eect of the relationship between the pore liquid pressure and the cake compressive stress Chemical Engineering Science 56 (21) 5361 5369 www.elevier.com/locate/ce Cake ltration analyi the eect of the relationhip between the pore liquid preure and the cake compreive tre C. Tien, S. K. Teoh,

More information

Finite Element Analysis of a Fiber Bragg Grating Accelerometer for Performance Optimization

Finite Element Analysis of a Fiber Bragg Grating Accelerometer for Performance Optimization Finite Element Analyi of a Fiber Bragg Grating Accelerometer for Performance Optimization N. Baumallick*, P. Biwa, K. Dagupta and S. Bandyopadhyay Fiber Optic Laboratory, Central Gla and Ceramic Reearch

More information

Jump condition at the boundary between a porous catalyst and a homogeneous fluid

Jump condition at the boundary between a porous catalyst and a homogeneous fluid From the SelectedWork of Francico J. Valde-Parada 2005 Jump condition at the boundary between a porou catalyt and a homogeneou fluid Francico J. Valde-Parada J. Alberto Ochoa-Tapia Available at: http://work.bepre.com/francico_j_valde_parada/12/

More information

Modeling elastic wave velocities and attenuation in rocks saturated with heavy oil

Modeling elastic wave velocities and attenuation in rocks saturated with heavy oil GEOPHYSICS, OL. 73, NO. 4 JULY-AUGUST 2008 ; P. E115 E122, 8 FIGS. 10.1190/1.2940341 Modeling elastic wave velocities and attenuation in rocks saturated with heavy oil Boris Gurevich 1,2, Konstantin Osypov

More information

Fluid-structure coupling analysis and simulation of viscosity effect. on Coriolis mass flowmeter

Fluid-structure coupling analysis and simulation of viscosity effect. on Coriolis mass flowmeter APCOM & ISCM 11-14 th December, 2013, Singapore luid-tructure coupling analyi and imulation of vicoity effect on Corioli ma flowmeter *Luo Rongmo, and Wu Jian National Metrology Centre, A*STAR, 1 Science

More information

Non-linearity parameter B=A of binary liquid mixtures at elevated pressures

Non-linearity parameter B=A of binary liquid mixtures at elevated pressures PRAMANA cfl Indian Academy of Science Vol. 55, No. 3 journal of September 2000 phyic pp. 433 439 Non-linearity parameter B=A of binary liquid mixture at elevated preure J D PANDEY, J CHHABRA, R DEY, V

More information

APPLICATION OF THE SINGLE IMPACT MICROINDENTATION FOR NON- DESTRUCTIVE TESTING OF THE FRACTURE TOUGHNESS OF NONMETALLIC AND POLYMERIC MATERIALS

APPLICATION OF THE SINGLE IMPACT MICROINDENTATION FOR NON- DESTRUCTIVE TESTING OF THE FRACTURE TOUGHNESS OF NONMETALLIC AND POLYMERIC MATERIALS APPLICATION OF THE SINGLE IMPACT MICROINDENTATION FOR NON- DESTRUCTIVE TESTING OF THE FRACTURE TOUGHNESS OF NONMETALLIC AND POLYMERIC MATERIALS REN A. P. INSTITUTE OF APPLIED PHYSICS OF THE NATIONAL ACADEMY

More information

CHAPTER 3 LITERATURE REVIEW ON LIQUEFACTION ANALYSIS OF GROUND REINFORCEMENT SYSTEM

CHAPTER 3 LITERATURE REVIEW ON LIQUEFACTION ANALYSIS OF GROUND REINFORCEMENT SYSTEM CHAPTER 3 LITERATURE REVIEW ON LIQUEFACTION ANALYSIS OF GROUND REINFORCEMENT SYSTEM 3.1 The Simplified Procedure for Liquefaction Evaluation The Simplified Procedure wa firt propoed by Seed and Idri (1971).

More information

Unified Correlation between SPT-N and Shear Wave Velocity for all Soil Types

Unified Correlation between SPT-N and Shear Wave Velocity for all Soil Types 6 th International Conference on Earthquake Geotechnical Engineering 1-4 ovember 15 Chritchurch, ew Zealand Unified Correlation between SPT- and Shear Wave Velocity for all Soil Type C.-C. Tai 1 and T.

More information

Mucus Transport in the Human Lung Airways: Effect of Porosity Parameter and Air Velocity

Mucus Transport in the Human Lung Airways: Effect of Porosity Parameter and Air Velocity Mucu Tranport in the Human Lung Airway: Effect of Poroity Parameter and Air Velocity V.S. Verma 1, Vikah Rana Department of Mathematic and Statitic, DDU Gorakhpur Univerity, Gorakhpur-73009, U.P. (India)

More information

Social Studies 201 Notes for November 14, 2003

Social Studies 201 Notes for November 14, 2003 1 Social Studie 201 Note for November 14, 2003 Etimation of a mean, mall ample ize Section 8.4, p. 501. When a reearcher ha only a mall ample ize available, the central limit theorem doe not apply to the

More information

Simulation of Hot Forming Processes of Refractory Metals using Porous Metal Plasticity Models

Simulation of Hot Forming Processes of Refractory Metals using Porous Metal Plasticity Models Simulation of Hot Forming Procee of Refractory Metal uing Porou Metal Platicity Model Erik Parteder *, Hermann Riedel +, Dong-Zi Sun + *Planee AG, Reutte, Tyrol, Autria + Fraunhofer Intitute for Mechanic

More information

USING NONLINEAR CONTROL ALGORITHMS TO IMPROVE THE QUALITY OF SHAKING TABLE TESTS

USING NONLINEAR CONTROL ALGORITHMS TO IMPROVE THE QUALITY OF SHAKING TABLE TESTS October 12-17, 28, Beijing, China USING NONLINEAR CONTR ALGORITHMS TO IMPROVE THE QUALITY OF SHAKING TABLE TESTS T.Y. Yang 1 and A. Schellenberg 2 1 Pot Doctoral Scholar, Dept. of Civil and Env. Eng.,

More information

Molecular Dynamics Simulations of Nonequilibrium Effects Associated with Thermally Activated Exothermic Reactions

Molecular Dynamics Simulations of Nonequilibrium Effects Associated with Thermally Activated Exothermic Reactions Original Paper orma, 5, 9 7, Molecular Dynamic Simulation of Nonequilibrium Effect ociated with Thermally ctivated Exothermic Reaction Jerzy GORECKI and Joanna Natalia GORECK Intitute of Phyical Chemitry,

More information

MULTI-LAYERED LOSSY FINITE LENGTH DIELECTRIC CYLINDIRICAL MODEL OF MAN AT OBLIQUE INCIDENCE

MULTI-LAYERED LOSSY FINITE LENGTH DIELECTRIC CYLINDIRICAL MODEL OF MAN AT OBLIQUE INCIDENCE Proceeding 3rd Annual Conference IEEE/EMBS Oct.5-8, 1, Itanbul, TURKEY MULTI-LAYERED LOSSY FINITE LENGTH DIELECTRIC CYLINDIRICAL MODEL OF MAN AT OBLIQUE INCIDENCE S.S. Şeker, B. Yeldiren Boğaziçi Univerity,

More information

Horizontal Biaxial Loading Tests on Sliding Lead Rubber Bearing System

Horizontal Biaxial Loading Tests on Sliding Lead Rubber Bearing System Horizontal Biaxial Loading Tet on Sliding Lead Rubber Bearing Sytem M. Yamamoto, H. Hamaguchi & N. Kamohita Takenaka Reearch and Development Intitute, Japan. M. Kikuchi & K. Ihii Hokkaido Univerity, Japan.

More information

12th International Congress on the Deterioration and Conservation of Stone Columbia University, New York, 2012

12th International Congress on the Deterioration and Conservation of Stone Columbia University, New York, 2012 THE INFLUENCE OF OSMOTIC PRESSURE ON POULTICING TREATMENTS Leo Pel, 1 Victoria Voronina 1 and Alion Heritage 2 1 Tranport in Permeable Media, Department of Applied Phyic, Eindhoven Univerity of Technology,

More information

ON THE APPROXIMATION ERROR IN HIGH DIMENSIONAL MODEL REPRESENTATION. Xiaoqun Wang

ON THE APPROXIMATION ERROR IN HIGH DIMENSIONAL MODEL REPRESENTATION. Xiaoqun Wang Proceeding of the 2008 Winter Simulation Conference S. J. Maon, R. R. Hill, L. Mönch, O. Roe, T. Jefferon, J. W. Fowler ed. ON THE APPROXIMATION ERROR IN HIGH DIMENSIONAL MODEL REPRESENTATION Xiaoqun Wang

More information

Bogoliubov Transformation in Classical Mechanics

Bogoliubov Transformation in Classical Mechanics Bogoliubov Tranformation in Claical Mechanic Canonical Tranformation Suppoe we have a et of complex canonical variable, {a j }, and would like to conider another et of variable, {b }, b b ({a j }). How

More information

A FUNCTIONAL BAYESIAN METHOD FOR THE SOLUTION OF INVERSE PROBLEMS WITH SPATIO-TEMPORAL PARAMETERS AUTHORS: CORRESPONDENCE: ABSTRACT

A FUNCTIONAL BAYESIAN METHOD FOR THE SOLUTION OF INVERSE PROBLEMS WITH SPATIO-TEMPORAL PARAMETERS AUTHORS: CORRESPONDENCE: ABSTRACT A FUNCTIONAL BAYESIAN METHOD FOR THE SOLUTION OF INVERSE PROBLEMS WITH SPATIO-TEMPORAL PARAMETERS AUTHORS: Zenon Medina-Cetina International Centre for Geohazard / Norwegian Geotechnical Intitute Roger

More information

Nearshore Sediment Transport Modeling: Collaborative Studies with the U. S. Naval Research Laboratory

Nearshore Sediment Transport Modeling: Collaborative Studies with the U. S. Naval Research Laboratory Nearhore Sediment Tranport Modeling: Collaborative Studie with the U. S. Naval Reearch Laboratory Donald N. Slinn Department of Civil and Coatal Engineering, Univerity of Florida Gaineville, FL 32611-6590,

More information

Social Studies 201 Notes for March 18, 2005

Social Studies 201 Notes for March 18, 2005 1 Social Studie 201 Note for March 18, 2005 Etimation of a mean, mall ample ize Section 8.4, p. 501. When a reearcher ha only a mall ample ize available, the central limit theorem doe not apply to the

More information

A novel protocol for linearization of the Poisson-Boltzmann equation

A novel protocol for linearization of the Poisson-Boltzmann equation Ann. Univ. Sofia, Fac. Chem. Pharm. 16 (14) 59-64 [arxiv 141.118] A novel protocol for linearization of the Poion-Boltzmann equation Roumen Tekov Department of Phyical Chemitry, Univerity of Sofia, 1164

More information

Unified Design Method for Flexure and Debonding in FRP Retrofitted RC Beams

Unified Design Method for Flexure and Debonding in FRP Retrofitted RC Beams Unified Deign Method for Flexure and Debonding in FRP Retrofitted RC Beam G.X. Guan, Ph.D. 1 ; and C.J. Burgoyne 2 Abtract Flexural retrofitting of reinforced concrete (RC) beam uing fibre reinforced polymer

More information

Numerical Simulations of Coriolis Flow Meters for Low Reynolds Number Flows

Numerical Simulations of Coriolis Flow Meters for Low Reynolds Number Flows MAPAN - Journal Numerical of Metrology Simulation Society of of Corioli India, Vol. Flow 26, Meter No. 3, 2011; for Low pp. Reynold 225-235 Number Flow ORIGINAL ARTICLE Numerical Simulation of Corioli

More information

Convective Heat Transfer

Convective Heat Transfer Convective Heat Tranfer Example 1. Melt Spinning of Polymer fiber 2. Heat tranfer in a Condener 3. Temperature control of a Re-entry vehicle Fiber pinning The fiber pinning proce preent a unique engineering

More information

Modeling the scalar wave equation with Nyström methods

Modeling the scalar wave equation with Nyström methods GEOPHYSICS, VOL. 71, NO. 5 SEPTEMBER-OCTOBER 200 ; P. T151 T158, 7 FIGS. 10.1190/1.2335505 Modeling the calar wave equation with Nytröm method Jing-Bo Chen 1 ABSTRACT High-accuracy numerical cheme for

More information

into a discrete time function. Recall that the table of Laplace/z-transforms is constructed by (i) selecting to get

into a discrete time function. Recall that the table of Laplace/z-transforms is constructed by (i) selecting to get Lecture 25 Introduction to Some Matlab c2d Code in Relation to Sampled Sytem here are many way to convert a continuou time function, { h( t) ; t [0, )} into a dicrete time function { h ( k) ; k {0,,, }}

More information

Relationship between surface velocity divergence and gas transfer in open-channel flows with submerged simulated vegetation

Relationship between surface velocity divergence and gas transfer in open-channel flows with submerged simulated vegetation IOP Conference Serie: Earth and Environmental Science PAPER OPEN ACCESS Relationhip between urface velocity divergence and ga tranfer in open-channel flow with ubmerged imulated vegetation To cite thi

More information

Determination of Flow Resistance Coefficients Due to Shrubs and Woody Vegetation

Determination of Flow Resistance Coefficients Due to Shrubs and Woody Vegetation December 000 Determination of Flow Reitance Coefficient Due to hrub and Woody Vegetation by Ronald R. Copeland PURPOE: The purpoe of thi Technical Note i to tranmit reult of an experimental invetigation

More information

Extending MFM Function Ontology for Representing Separation and Conversion in Process Plant

Extending MFM Function Ontology for Representing Separation and Conversion in Process Plant Downloaded from orbit.dtu.dk on: Oct 05, 2018 Extending MFM Function Ontology for Repreenting Separation and Converion in Proce Plant Zhang, Xinxin; Lind, Morten; Jørgenen, Sten Bay; Wu, Jing; Karnati,

More information

Alternate Dispersion Measures in Replicated Factorial Experiments

Alternate Dispersion Measures in Replicated Factorial Experiments Alternate Diperion Meaure in Replicated Factorial Experiment Neal A. Mackertich The Raytheon Company, Sudbury MA 02421 Jame C. Benneyan Northeatern Univerity, Boton MA 02115 Peter D. Krau The Raytheon

More information

Study of a Freely Falling Ellipse with a Variety of Aspect Ratios and Initial Angles

Study of a Freely Falling Ellipse with a Variety of Aspect Ratios and Initial Angles Study of a Freely Falling Ellipe with a Variety of Apect Ratio and Initial Angle Dedy Zulhidayat Noor*, Ming-Jyh Chern*, Tzyy-Leng Horng** *Department of Mechanical Engineering, National Taiwan Univerity

More information

CONFERENCE PROCEEDINGS VOLUME I

CONFERENCE PROCEEDINGS VOLUME I FILTECH 005 CONFERENCE PROCEEDINGS VOLUME I Conference Date: October -3, 005 Venue: Organizer: Rhein-Main-Hallen Rheintr. 0 6508 Wiebaden Germany Filtech Exhibition Germany PO Box 5 40637 Meerbuch Germany

More information

ANALYTICAL BEARING MODEL FOR ANALYSIS OF INNER LOAD DISTRIBUTION AND ESTIMATION OF OPERATIONAL LUBRICATION REGIME

ANALYTICAL BEARING MODEL FOR ANALYSIS OF INNER LOAD DISTRIBUTION AND ESTIMATION OF OPERATIONAL LUBRICATION REGIME 58 th ICMD 017 6-8 September 017, Prague, Czech Republic ANALYTICAL BEARING MODEL FOR ANALYSIS OF INNER LOAD DISTRIBUTION AND ESTIMATION OF OPERATIONAL LUBRICATION REGIME Jakub CHMELAŘ 1, Votěch DYNYBYL

More information

Modeling of Transport and Reaction in a Catalytic Bed Using a Catalyst Particle Model.

Modeling of Transport and Reaction in a Catalytic Bed Using a Catalyst Particle Model. Excerpt from the Proceeding of the COMSOL Conference 2010 Boton Modeling of Tranport and Reaction in a Catalytic Bed Uing a Catalyt Particle Model. F. Allain *,1, A.G. Dixon 1 1 Worceter Polytechnic Intitute

More information

CHARGING OF DUST IN A NEGATIVE ION PLASMA (APS DPP-06 Poster LP )

CHARGING OF DUST IN A NEGATIVE ION PLASMA (APS DPP-06 Poster LP ) 1 CHARGING OF DUST IN A NEGATIVE ION PLASMA (APS DPP-06 Poter LP1.00128) Robert Merlino, Ro Fiher, Su Hyun Kim And Nathan Quarderer Department of Phyic and Atronomy, The Univerity of Iowa Abtract. We invetigate

More information

High-field behavior: the law of approach to saturation (Is there an equation for the magnetization at high fields?)

High-field behavior: the law of approach to saturation (Is there an equation for the magnetization at high fields?) High-field behavior: the law of approach to aturation (I there an equation for the magnetization at high field? In the high-field region the magnetization approache aturation. The firt attempt to give

More information

Transitional behaviors in well-graded coarse granular soils. Associate professor, State Key Laboratory of Coal Mine Disaster Dynamics and Control,

Transitional behaviors in well-graded coarse granular soils. Associate professor, State Key Laboratory of Coal Mine Disaster Dynamics and Control, 1 2 Tranitional behavior in well-graded coare granular oil 3 4 Yang Xiao, S.M.ASCE 1, M. R. Coop 2, Hong Liu 3, Hanlong Liu 4 and Jinghan Jiang 5 5 6 7 8 9 1 11 12 13 14 15 16 17 18 19 2 21 22 1. Yang

More information

"HIP Modeling Methodology Based on the Inherent Process Anisotropy

HIP Modeling Methodology Based on the Inherent Process Anisotropy "HIP Modeling Methodology Baed on the Inherent Proce Aniotropy Victor Samarov, Vaily Golovehkin, Charle Barre, ( LNT PM, Syneretch P/M, Inc., 65 Monarch treet, Garden Grove CA, USA, 984) Abtract The net

More information

Lateral vibration of footbridges under crowd-loading: Continuous crowd modeling approach

Lateral vibration of footbridges under crowd-loading: Continuous crowd modeling approach ateral vibration of footbridge under crowd-loading: Continuou crowd modeling approach Joanna Bodgi, a, Silvano Erlicher,b and Pierre Argoul,c Intitut NAVIER, ENPC, 6 et 8 av. B. Pacal, Cité Decarte, Champ

More information

Comparison of Low Field Electron Transport Properties in Compounds of groups III-V Semiconductors by Solving Boltzmann Equation Using Iteration Model

Comparison of Low Field Electron Transport Properties in Compounds of groups III-V Semiconductors by Solving Boltzmann Equation Using Iteration Model International Journal of Engineering Invention ISSN: 78-7461, www.ijeijournal.com Volume 1, Iue (September 1) PP: 56-61 Comparion of Low Field Electron Tranport Propertie in Compound of group III-V Semiconductor

More information

Evolutionary Algorithms Based Fixed Order Robust Controller Design and Robustness Performance Analysis

Evolutionary Algorithms Based Fixed Order Robust Controller Design and Robustness Performance Analysis Proceeding of 01 4th International Conference on Machine Learning and Computing IPCSIT vol. 5 (01) (01) IACSIT Pre, Singapore Evolutionary Algorithm Baed Fixed Order Robut Controller Deign and Robutne

More information

MAXIMUM BENDING MOMENT AND DUCTILITY OF R/HPFRCC BEAMS

MAXIMUM BENDING MOMENT AND DUCTILITY OF R/HPFRCC BEAMS MAXIMUM BENDING MOMENT AND DUCTILITY OF R/HPFRCC BEAMS Aleandro P. Fantilli 1, Hirozo Mihahi 2 and Paolo Vallini 1 (1) Politecnico di Torino, Torino, Italy (2) Tohoku Univerity, Sendai, Japan Abtract The

More information

Soft Polymer Magnetic Nanocomposites: Microstructure Patterning by Magnetophoretic. Transport and Self-Assembly. Suvojit Ghosh and Ishwar K.

Soft Polymer Magnetic Nanocomposites: Microstructure Patterning by Magnetophoretic. Transport and Self-Assembly. Suvojit Ghosh and Ishwar K. Electronic Supplementary Material (ESI) for Soft Matter Thi journal i The Royal Society of Chemitry 1 Soft Polymer Magnetic Nanocompoite: Microtructure Patterning by Magnetophoretic Tranport and Self-Aembly

More information

Lecture 10 Filtering: Applied Concepts

Lecture 10 Filtering: Applied Concepts Lecture Filtering: Applied Concept In the previou two lecture, you have learned about finite-impule-repone (FIR) and infinite-impule-repone (IIR) filter. In thee lecture, we introduced the concept of filtering

More information

Macromechanical Analysis of a Lamina

Macromechanical Analysis of a Lamina 3, P. Joyce Macromechanical Analyi of a Lamina Generalized Hooke Law ij Cijklε ij C ijkl i a 9 9 matri! 3, P. Joyce Hooke Law Aume linear elatic behavior mall deformation ε Uniaial loading 3, P. Joyce

More information

Basics of a Quartz Crystal Microbalance

Basics of a Quartz Crystal Microbalance Baic of a Quartz Crytal Microbalance Introduction Thi document provide an introduction to the quartz crytal microbalance (QCM) which i an intrument that allow a uer to monitor mall ma change on an electrode.

More information

Research Article Reliability of Foundation Pile Based on Settlement and a Parameter Sensitivity Analysis

Research Article Reliability of Foundation Pile Based on Settlement and a Parameter Sensitivity Analysis Mathematical Problem in Engineering Volume 2016, Article ID 1659549, 7 page http://dxdoiorg/101155/2016/1659549 Reearch Article Reliability of Foundation Pile Baed on Settlement and a Parameter Senitivity

More information

One Class of Splitting Iterative Schemes

One Class of Splitting Iterative Schemes One Cla of Splitting Iterative Scheme v Ciegi and V. Pakalnytė Vilniu Gedimina Technical Univerity Saulėtekio al. 11, 2054, Vilniu, Lithuania rc@fm.vtu.lt Abtract. Thi paper deal with the tability analyi

More information

Similarity of the Temperature Profile formed by Fluid Flow along a Wall

Similarity of the Temperature Profile formed by Fluid Flow along a Wall Similarity of the emperature Profile formed by Fluid Flow along a Wall David Weyburne 1 AFRL/RYDH 2241 Avionic Circle WPAFB OH 45433 ABSRAC A new approach to the tudy of imilarity of temperature profile

More information

Deformation Due to Inclined Loads in Thermoporoelastic Half Space

Deformation Due to Inclined Loads in Thermoporoelastic Half Space Journal of Solid Mechanic Vol. 8, No. (6) pp. 65-644 Deformation Due to Inclined Load in Thermoporoelatic Half Space R. Kumar, S.Kumar, *, M. G. Gorla Department of Mathematic, Kurukhetra Univerity, Kurukhetra,

More information

Gain and Phase Margins Based Delay Dependent Stability Analysis of Two- Area LFC System with Communication Delays

Gain and Phase Margins Based Delay Dependent Stability Analysis of Two- Area LFC System with Communication Delays Gain and Phae Margin Baed Delay Dependent Stability Analyi of Two- Area LFC Sytem with Communication Delay Şahin Sönmez and Saffet Ayaun Department of Electrical Engineering, Niğde Ömer Halidemir Univerity,

More information

Improving the Efficiency of a Digital Filtering Scheme for Diabatic Initialization

Improving the Efficiency of a Digital Filtering Scheme for Diabatic Initialization 1976 MONTHLY WEATHER REVIEW VOLUME 15 Improving the Efficiency of a Digital Filtering Scheme for Diabatic Initialization PETER LYNCH Met Éireann, Dublin, Ireland DOMINIQUE GIARD CNRM/GMAP, Météo-France,

More information

A Constraint Propagation Algorithm for Determining the Stability Margin. The paper addresses the stability margin assessment for linear systems

A Constraint Propagation Algorithm for Determining the Stability Margin. The paper addresses the stability margin assessment for linear systems A Contraint Propagation Algorithm for Determining the Stability Margin of Linear Parameter Circuit and Sytem Lubomir Kolev and Simona Filipova-Petrakieva Abtract The paper addree the tability margin aement

More information

Annex-A: RTTOV9 Cloud validation

Annex-A: RTTOV9 Cloud validation RTTOV-91 Science and Validation Plan Annex-A: RTTOV9 Cloud validation Author O Embury C J Merchant The Univerity of Edinburgh Intitute for Atmo. & Environ. Science Crew Building King Building Edinburgh

More information

NUMERICAL SIMULATION OF DESICCATION CRACKING PROCESS BY WEAK COUPLING OF DESICCATION AND FRACTURE

NUMERICAL SIMULATION OF DESICCATION CRACKING PROCESS BY WEAK COUPLING OF DESICCATION AND FRACTURE Geotec., Cont. Mat. & Env., ISSN:86-990, Japan, DOI: http://dx.doi.org/0.660/07.33.535 NUMERICAL SIMULATION OF DESICCATION CRACKING PROCESS BY WEAK COUPLING OF DESICCATION AND FRACTURE *Sayako Hirobe and

More information

A NEW LOAD MODEL OF THE PEDESTRIANS LATERAL ACTION

A NEW LOAD MODEL OF THE PEDESTRIANS LATERAL ACTION A NEW LOAD MODEL OF THE PEDESTRIANS LATERAL ACTION Fiammetta VENUTI PhD Politecnico di Torino Torino, IT Luca Bruno Aociate Profeor Politecnico di Torino Torino, IT Summary Thi paper propoe a new load

More information

Lecture 4 Topic 3: General linear models (GLMs), the fundamentals of the analysis of variance (ANOVA), and completely randomized designs (CRDs)

Lecture 4 Topic 3: General linear models (GLMs), the fundamentals of the analysis of variance (ANOVA), and completely randomized designs (CRDs) Lecture 4 Topic 3: General linear model (GLM), the fundamental of the analyi of variance (ANOVA), and completely randomized deign (CRD) The general linear model One population: An obervation i explained

More information

Analytical Modeling for Stress-Strain Curve of a Porous NiTi

Analytical Modeling for Stress-Strain Curve of a Porous NiTi Ying Zhao Minoru Taya e-mail: tayam@u.wahington.edu Department of Mechanical Engineering, Univerity of Wahington, Box 352600, eattle, WA 9895-2600 Analytical Modeling for tre-train Curve of a orou NiTi

More information

Lecture 7: Testing Distributions

Lecture 7: Testing Distributions CSE 5: Sublinear (and Streaming) Algorithm Spring 014 Lecture 7: Teting Ditribution April 1, 014 Lecturer: Paul Beame Scribe: Paul Beame 1 Teting Uniformity of Ditribution We return today to property teting

More information

Analysis of Mesostructure Unit Cells Comprised of Octet-truss Structures

Analysis of Mesostructure Unit Cells Comprised of Octet-truss Structures Analyi of Meotructure Unit Cell Compried of Octet-tru Structure Scott R. Johnton *, Marque Reed *, Hongqing V. Wang, and David W. Roen * * The George W. Woodruff School of Mechanical Engineering, Georgia

More information

CHEAP CONTROL PERFORMANCE LIMITATIONS OF INPUT CONSTRAINED LINEAR SYSTEMS

CHEAP CONTROL PERFORMANCE LIMITATIONS OF INPUT CONSTRAINED LINEAR SYSTEMS Copyright 22 IFAC 5th Triennial World Congre, Barcelona, Spain CHEAP CONTROL PERFORMANCE LIMITATIONS OF INPUT CONSTRAINED LINEAR SYSTEMS Tritan Pérez Graham C. Goodwin Maria M. Serón Department of Electrical

More information

Interaction of Pile-Soil-Pile in Battered Pile Groups under Statically Lateral Load

Interaction of Pile-Soil-Pile in Battered Pile Groups under Statically Lateral Load Interaction of Pile-Soil-Pile in Battered Pile Group under Statically Lateral Load H. Ghaemadeh 1*, M. Alibeikloo 2 1- Aitant Profeor, K. N. Tooi Univerity of Technology 2- M.Sc. Student, K. N. Tooi Univerity

More information

ABSTRACT INTRODUCTION

ABSTRACT INTRODUCTION Anelatic media Reflected PP arrival in anelatic media P.F. Daley and E.S. Krebe ABSTRACT A homogeneou wave incident on an interface between two anelatic halfpace in welded contact i conidered. In the anelatic

More information

Multicomponent, Multiphase Thermodynamics of Swelling Porous Media with Electroquasistatics: II. Constitutive Theory

Multicomponent, Multiphase Thermodynamics of Swelling Porous Media with Electroquasistatics: II. Constitutive Theory Multicomponent, Multiphae Thermodynamic of Swelling Porou Media with Electroquaitatic: II. Contitutive Theory Lynn Schreyer Bennethum John H. Cuhman Augut 8, 2001 Abtract In Part I macrocopic field equation

More information

MATHEMATICAL MODELS OF SEISMICS IN COMPOSITE MEDIA: ELASTIC AND PORO-ELASTIC COMPONENTS

MATHEMATICAL MODELS OF SEISMICS IN COMPOSITE MEDIA: ELASTIC AND PORO-ELASTIC COMPONENTS Electronic Journal of Differential Equation, Vol. 2016 2016), No. 184, pp. 1 22. ISSN: 1072-6691. URL: http://ejde.math.txtate.edu or http://ejde.math.unt.edu MATHEMATICAL MODELS OF SEISMICS IN COMPOSITE

More information

Department of Aerospace Engineering and Engineering Mechanics, University of Texas, Austin,

Department of Aerospace Engineering and Engineering Mechanics, University of Texas, Austin, Buckling mode of elatic thin film on elatic ubtrate Haixia Mei and Rui Huang * Department of Aeropace Engineering and Engineering Mechanic, Univerity of Texa, Autin, TX 78712 Jun Young Chung and Chritopher

More information

Lecture 23 Date:

Lecture 23 Date: Lecture 3 Date: 4.4.16 Plane Wave in Free Space and Good Conductor Power and Poynting Vector Wave Propagation in Loy Dielectric Wave propagating in z-direction and having only x-component i given by: E

More information

CHAPTER 4 DESIGN OF STATE FEEDBACK CONTROLLERS AND STATE OBSERVERS USING REDUCED ORDER MODEL

CHAPTER 4 DESIGN OF STATE FEEDBACK CONTROLLERS AND STATE OBSERVERS USING REDUCED ORDER MODEL 98 CHAPTER DESIGN OF STATE FEEDBACK CONTROLLERS AND STATE OBSERVERS USING REDUCED ORDER MODEL INTRODUCTION The deign of ytem uing tate pace model for the deign i called a modern control deign and it i

More information

84 ZHANG Jing-Shang Vol. 39 of which would emit 5 He rather than 3 He. 5 He i untable and eparated into n + pontaneouly, which can alo be treated a if

84 ZHANG Jing-Shang Vol. 39 of which would emit 5 He rather than 3 He. 5 He i untable and eparated into n + pontaneouly, which can alo be treated a if Commun. Theor. Phy. (Beijing, China) 39 (003) pp. 83{88 c International Academic Publiher Vol. 39, No. 1, January 15, 003 Theoretical Analyi of Neutron Double-Dierential Cro Section of n+ 11 B at 14. MeV

More information

The Influence of the Load Condition upon the Radial Distribution of Electromagnetic Vibration and Noise in a Three-Phase Squirrel-Cage Induction Motor

The Influence of the Load Condition upon the Radial Distribution of Electromagnetic Vibration and Noise in a Three-Phase Squirrel-Cage Induction Motor The Influence of the Load Condition upon the Radial Ditribution of Electromagnetic Vibration and Noie in a Three-Phae Squirrel-Cage Induction Motor Yuta Sato 1, Iao Hirotuka 1, Kazuo Tuboi 1, Maanori Nakamura

More information

Stable Soliton Propagation in a System with Spectral Filtering and Nonlinear Gain

Stable Soliton Propagation in a System with Spectral Filtering and Nonlinear Gain  Fiber and Integrated Optic, 19:31] 41, 000 Copyright Q 000 Taylor & Franci 0146-8030 r00 $1.00 q.00 Stable Soliton Propagation in a Sytem with Spectral Filtering and Nonlinear Gain  MARIO F. S. FERREIRA

More information

THE THERMOELASTIC SQUARE

THE THERMOELASTIC SQUARE HE HERMOELASIC SQUARE A mnemonic for remembering thermodynamic identitie he tate of a material i the collection of variable uch a tre, train, temperature, entropy. A variable i a tate variable if it integral

More information

Experimental study of the heat transfer for a tube bundle in a transversally flowing air

Experimental study of the heat transfer for a tube bundle in a transversally flowing air oceeding of the th WSEAS Int. Conf. on HEAT TRASFER, THERMA EGIEERIG and EVIROMET, Elounda, Greece, Augut -, 00 (pp-8) Experimental tudy of the heat tranfer for a tube bundle in a tranverally flowing air

More information

[Saxena, 2(9): September, 2013] ISSN: Impact Factor: INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY

[Saxena, 2(9): September, 2013] ISSN: Impact Factor: INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY [Saena, (9): September, 0] ISSN: 77-9655 Impact Factor:.85 IJESRT INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY Contant Stre Accelerated Life Teting Uing Rayleigh Geometric Proce

More information

Influence of ground water extraction in the seismic hazard of Mexico City

Influence of ground water extraction in the seismic hazard of Mexico City Geo-Environment and Landcape Evolution II 457 Influence of ground water extraction in the eimic hazard of Mexico City J. Avilé 1, L. E. Pérez-Rocha 2 & H. R. Aguilar 3 1 Intituto Mexicano de Tecnología

More information

III.9. THE HYSTERESIS CYCLE OF FERROELECTRIC SUBSTANCES

III.9. THE HYSTERESIS CYCLE OF FERROELECTRIC SUBSTANCES III.9. THE HYSTERESIS CYCLE OF FERROELECTRIC SBSTANCES. Work purpoe The analyi of the behaviour of a ferroelectric ubtance placed in an eternal electric field; the dependence of the electrical polariation

More information

Ultra-Small Coherent Thermal Conductance Using Multi-Layer Photonic Crystal

Ultra-Small Coherent Thermal Conductance Using Multi-Layer Photonic Crystal Ultra-Small Coherent Thermal Conductance Uing Multi-Layer Photonic Crytal W. T. Lau*, J. -T. Shen, G. Veroni and S. Fan Edward L. Ginzton Laboratory, Stanford Univerity, Stanford, CA 94305, USA ABSTRACT

More information

CAPACITY OF STIFFENED STEEL SHEAR PANELS AS A STRUCTURAL CONTROL DAMPER

CAPACITY OF STIFFENED STEEL SHEAR PANELS AS A STRUCTURAL CONTROL DAMPER CAPACITY OF STIFFENED STEEL SHEAR PANELS AS A STRUCTURAL CONTROL DAMPER H.B. Ge 1, K. Kaneko and T. Uami 3 1,3 Profeor, Department of Civil Engineering, Meijo Univerity, Nagoya 458-85, Japan Graduate Student,

More information