Values required for the simulation of CO2-storage in deep aquifers

Size: px
Start display at page:

Download "Values required for the simulation of CO2-storage in deep aquifers"

Transcription

1 Gesellschaft für Anlagenund Reaktorscherhet (GRS) mbh Values requred for the smulaton of CO-storage n deep aqufers GRS - 36

2 Gesellschaft für Anlagenund Reaktorscherhet (GRS) mbh Values requred for the smulaton of CO-storage n deep aqufers Klaus-Peter Kröhn May 008 Remark: Ths report was prepared under contract No. 03 G 06 B wth the German Federal Mnstry for Economcs and Technology (BMW). The work was conducted by the Gesellschaft für Anlagen- und Reaktorscherhet (GRS) mbh. The author s responsble for the content of ths report. GRS - 36 ISBN

3 Keywords: brne, CO -storage, deep aqufers, flud propertes, phase state, supercrtcal CO

4 Abstract The mathematcal descrpton of the flow of supercrtcal carbon doxde n deep salne aqufers s rather complex even f only the basc processes are consdered. In the lght of these complextes t s of vtal mportance to know the parameters and ther dependences as precse as possble. The present report comples therefore the parameters and the referrng approaches from the lterature. For each parameter the source, the range of valdty, at least one meanngful fgure, a comment where necessary and conclusons wth a vew to the applcablty of the formulaton are also gven. All requred coeffcents and auxlary functons ncludng the underlyng dmensons are lsted, too. Wth ths complaton an up-to-date set of mathematcal formulatons for flud parameters to be used for modellng CO -storage n deep aqufers s avalable allowng mmedate applcaton. Moreover, t gves nformaton about ther dependences on temperature, pressure and salnty. Searchng the lterature t became apparent that there are stll gaps n the knowledge of those formulatons. Ths report ncludes therefore a short dscusson of the state of knowledge referrng to each constant and ndcatng where further research appears to be necessary. I

5 Table of contents Abstract... I 1 Introducton Motvaton Conventons... 3 Propertes of the matrx Precedng remark Porosty Tortuosty Permeablty Depth-dependent temperature Propertes dependng on matrx and fluds at the same tme General remarks Two-phase flow equatons of state Hydrodynamc dsperson Propertes of water Vapour pressure Vapour pressure of pure water Vapour pressure of water wth dssolved NaCl Vapour pressure of water wth dssolved CO Vapour pressure of water wth dssolved NaCl and CO Densty Densty of pure water Densty of lqud water Densty of water vapour Densty of water wth dssolved NaCl Densty of water wth dssolved CO Densty of water wth dssolved NaCl and CO Vscosty Vscosty of pure water Vscosty of water wth dssolved NaCl Vscosty of water wth dssolved CO... 3 III

6 4.3.4 Vscosty of water wth dssolved NaCl and CO Thermal conductvty Thermal conductvty of pure water Thermal conductvty of water wth dssolved NaCl Thermal conductvty of water wth dssolved CO Thermal conductvty of water wth dssolved NaCl and CO Enthalpy Enthalpy of pure water Enthalpy of water wth dssolved NaCl Enthalpy of water wth dssolved CO Enthalpy of water wth dssolved CO and NaCl Heat capacty Heat capacty of pure water Heat capacty of water wth dssolved NaCl Heat capacty of water wth dssolved CO Heat capacty of water wth dssolved NaCl and CO Solublty Solublty of NaCl n water Solublty of NaCl n lqud water Solublty of NaCl n water vapour Solublty of CO n water Solublty of CO n water wth dssolved NaCl Dffusvty Propertes of carbon doxde Vapour pressure Vapour pressure of pure CO Vapour pressure of CO wth dssolved H O Helmholtz energy for CO Approach Dervatves Densty Densty of pure CO Densty of CO wth H O Densty of gaseous CO Densty of lqud CO IV

7 5.4 Vscosty Vscosty of pure CO Vscosty of CO wth H O Vscosty of gaseous CO Vscosty of lqud CO Thermal conductvty Thermal conductvty of pure CO Thermal conductvty of CO wth dssolved H O Enthalpy Enthalpy of pure CO Enthalpy of CO wth water Enthalpy of gaseous CO wth water Enthalpy of lqud CO wth water Heat capacty Heat capacty of CO Heat capacty of CO wth water Solublty Solublty of NaCl n CO Solublty of water n CO Solublty of water from a NaCl-soluton n CO Dffusvty Propertes of sodum chlorde Densty of NaCl Enthalpy of NaCl Heat capacty of NaCl Phase state Phase dagram for pure substances Phase dagram for mxtures of H O and CO Phase dagnostcs Prelmnary remarks Prmary and secondary varables Phase dagnostcs for a one-component flow Phase dagnostcs for the two-component flow of H 0 and CO Possble phase states durng normal and altered evoluton V

8 Phase dagnostcs for normal evoluton Phase dagnostcs for altered evoluton Combnaton of phase dagnostcs for normal and altered evoluton Phase dagnostcs for a NaCl-component Need for further research Normal and altered evoluton Two-phase flow propertes Densty-drven flow Thermodynamc flud propertes References Table of fgures Lst of tables Appendx A - Iteratve scheme for calculatng CO -densty Appendx B - Constants Appendx C - Currant knowledge about formulatons VI

9 1 Introducton 1.1 Motvaton The mathematcal descrpton of the movement of carbon doxde n deep aqufers s rather complex even consderng only the basc processes nvolved. These basc processes comprse mult-phase mult-component flow of water, carbon doxde and salt, transport of dssolved components, heat flow, and phase changes. The complexty orgnates from dfferent reasons. Already the well-known mathematcal descrpton of a smple two-phase flow nvolves two coupled hghly non-lnear mass balance equatons. In case of CO -storage n the underground an energy transport equaton s to be solved, too. Temperature effects are prmarly ntroduced by njectng the supercrtcal CO at a temperature dfferent from the surroundngs, by phase changes and by the geothermal gradent. Non-sothermal condtons mean that the temperature-dependence of the parameters used n the equatons must be taken nto account. By ths, several parameters ntroduce addtonal non-lneartes nto the mathematcal descrpton. The same apples also to the dependence on pressure and on the salt concentraton of the groundwater. Whle these complextes concern only the parameters n the equatons, dfferent sets of equatons are to be used n case of changes of the phase state. When a phase appears or dsappears the referrng balance equaton must be swtched to comply wth the physcal problem. And to control the phase state addtonal parameters must be montored. In the lght of all these complextes t s of vtal mportance to know the parameters and ther dependences as precse as possble. The present report comples the requred quanttes and some of the referrng approaches n order to provde a set of mathematcal formulatons. Despte the great effort that has gone nto the task of gettng a complete set contanng only the most accurate formulatons t must be acknowledged 1

10 1 Introducton that frstly, there are a lot more mathematcal formulatons n the lterature than can possbly got hold of or even assessed wthn a reasonable perod of pure research. Secondly, t became apparent, that there are stll gaps of knowledge. What s gven here, however, should more or less reflect the present state of the art n terms of CO -storage n the underground. The parameters addressed n ths report are lsted n Tab Tab. 1.1 Processes and parameters of the CO mgraton n the deep underground. Process Effect Constant/Equaton of state Chapters permeablty.3 relatve permeablty-saturaton relaton 3. advecton porosty. flow vscosty densty 4.3/5.4 4./5.3/6.1 capllary pressure capllary pressure-saturaton relaton 3. phase changes solublty vapour pressure 4.7/ /5.1 dffuson coeffcent 4.8/5.9 transport dffuson porosty tortuosty..3 dsperson (presently not enough knowledge [ 6 ]) - heat capacty 4.6/5.7/6.3 heat flow conducton thermal conductvty enthalpy 0/ /5.6/6. geothermal gradent.5 The parameters concernng the matrx are generally descrbed n chapter but no values for a specfc host rock are provded. In chapters 4, 5 and 6 the parameters and ther formulatons for water, carbon doxde, and sodum chlorde, respectvely, are descrbed and shortly evaluated. Chapter 7 begns wth a dscusson of the possble phase states of H O and CO. Crtera for phase changes and addtonal for ths purpose requred quanttes are gven further more. A dscusson of the approprateness of the descrbed parameters and an apprasal of a possble need for research are gven n chapter 8.

11 1 Introducton 1. Conventons The non-sothermal three-phase three-component system n a porous matrx s addressed n ths report. The components are water, carbon doxde, and salt. The components wll be denoted by the latn symbols, j, etc. These components consttute phases that are domnated by one of the components. The greek symbols,, etc. wll ndcate these phases. Latn as well as greek symbols thus denote H O, CO, or NaCl, respectvely, but have a dfferent meanng. If not stated otherwse component s related to the -phase, j to the -phase and so on. A phase domnated by the component wll be called the -phase. A quantty Q the partal pressure for nstance of a component n the phase s wrtten as Q, the superscrpt denotng the component and the subscrpt denotng the phase. Ths conventon does not show the state of aggregaton of the phase and thus ncludes the supercrtcal state. If not specfed otherwse the expresson water refers to lqud water whle vapour s used synonymeously for gaseous water. For the converson between bar and MPa 1 bar = 0.1 MPa s assumed f a more precse value not stated otherwse. The formulatons lsted n ths report are taken from a varety of sources. It has been tred to standardse the sectons for each constant by gvng them the followng structure: source formulaton ncludng an explanaton of the equatons range of valdty 3

12 1 Introducton graphcal plot comments conclusons The dmenson of nput and output quanttes may dffer from secton to secton. The vald range of nput data s hnted n the concernng paragraph range of valdty whle the dmenson of the calculated quantty s gven n the explanaton of the varables. Snce chapters 3 to 6 are exclusvely devoted to propertes of one component no specal ndces for the varables ndcatng the reference to the component are used f not necessary. The range of valdty for a constant s consdered to cover the relevant range for CO -sequestraton f the followng condtons are met: pressure: 0.1 < p < 30 [MPa] temperature: 10 < T < 100 [ C] salnty: 0 < NaCl mh O < 6.0 [mol/kg] ( 1.1 ) CO CO mass fracton: 0 < m < 1.0 [mol/kg] H O p - pressure [MPa] T - temperature [ C] m - molalty of NaCl n the water phase [mol/kg] NaCl H O m - molalty of CO n the water phase [mol/kg] CO H O 4

13 Propertes of the matrx.1 Precedng remark Whle sequestraton of CO nvolves carbon doxde and brne n any case the type of host rock envsaged wll be ste-specfc. For ths reason all parameters referrng to a host rock wll only be descrbed n general. No specfc data or functons wll be gven n ths respect.. Porosty Generally, the porosty s gven by the rato of the pore volume V p and the total volume V: V p (.1 ) V - porosty [-] V p V - pore volume [m³] - total volume [m³] Care and attenton are necessary wth regard to the pore volume. Some processes take place everywhere n the pore space lke dffusve solute transport. For other processes lke flud flow or advectve solute transport only parts of the total pore volume are accessble. It s therefore advsable to defne effectve porostes for each process consdered. Other processes lead to changes of the pore volume. Ths can ether be the result of changes of the matrx volume as n swellng clay partcles, or the pore volume s changed by precptaton or dssoluton. A thrd cause can be changes n the mechancal stress of the matrx. Porosty changes relatng to the precptated/dssolved mass can be descrbed by 5

14 Propertes of the matrx ms (. ) V s - porosty change due to precptaton/dssoluton [-] m s - change of sold mass due to precptaton/dssoluton [-] s - densty of the sold mass [kg/m³].3 Tortuosty On the pore scale the coeffcent of molecular dffuson suffces to correctly descrbe the process of dffuson. But for practcal purposes modellng can only be done on a macroscopc scale. Averagng the dffusonal fluxes n an REV (Representatve Elementary Volume) lets appear a second-rank tensor for the tortuosty whch accounts for the fact that there s no straght-lne dffusonal flow due to the sold matrx. Assumng an sotropc porous medum the tensor can be reduced to the well-known scalar tortuosty that takes nto consderaton the twstng of the flow paths. The tortuosty s theoretcally a property of the porous medum. However, a value cannot even vaguely be assgned to a specfc stuaton and so the tortuosty s rather a ft constant than a known quantty. It cannot exceed the value of 1 whch means no sold matrx s present, but t can theoretcally reach any value between 0 and 1..4 Permeablty The permeablty s generally assumed to be a functon of the porosty: k k( ) (.3 ) k - permeablty [m²] - porosty [-] Several models exst for the theoretcal dervaton of a permeablty-porosty relaton: Capllary bundle model Emprcal model wth porosty and permeablty lmts A smple model consderng pecewse constant but changng flow path cross-secton 6

15 Propertes of the matrx All these models yeld an exponental relaton between permeablty and porosty. In the capllary bundle model permeablty becomes zero when the porosty reaches zero. In the other two models, though, permablty vanshes already at a crtcal porosty c > 0. The thrd model has been used to smulate salt precptaton [ 45 ]. For the sake of smplcty t s assumed here that the flow channels consst of cylndrcal sectons wth two dfferent cross-secton areas. The secton wth the large cross-secton area A 1 represents the pore, and the secton wth the small cross-secton area A represents the bottleneck between two pores. In order to develop a model the sectons are arranged n such a way that all sectons wth the same sze are put together as ndcated n Fg..1. The total length of the flow path l s then subdvded nto two segments l 1 und l. r 1 r A 1 A l 1 l l Fg..1 Idealsed model of a flow channel wth varyng cross-secton area. Usng the standardsed length l 1 l (.4 ) - standardsed length for the wder segment [-] l 1 l - length of the wder segment [m] - total length of the flow path [m] 7

16 Propertes of the matrx the rato of the cross-sectonal areas A A 1 (.5 ) - rato of the cross-sectonal areas [-] A 1 - cross-secton area of the wder segment [m²] A - cross-secton area of the smaller segment [m²] and the standardsed porosty c 0 c (.6 ) - standardsed porosty [-] 0 - ntal porosty [-] c - crtcal porosty [-] the permeablty can be expressed as a functon of porosty [ 45 ]: k k (.7 ) k 0 - ntal permeablty [m²].5 Depth-dependent temperature Due to heat flow from earth s nteror the temperature n the earth crust rses wth depth. Ths ncrease s approxmately lnear from the surface down to a few klometres depth except for the upper 10 metres where seasonal temperature changes can be detected. For a formulaton for the depth-dependent temperature nformaton on the mean surface temperature and the temperature gradent s requred. 8

17 Propertes of the matrx In Germany the mean temperature at 10 m depth amounts to 8 C to 10 C [ 51 ] and the mean geothermal gradent to 30 C/km [ 47 ]. The mean global thermal gradent s specfed by [ 51 ] to be 5 C/km. The gradent depends on the local geology and can therefore devate consderably from the mean value. Wth approprate cauton the value of 30 C/km wll be adopted for a generc ste n Germany. 9

18 3 Propertes dependng on matrx and fluds at the same tme 3.1 General remarks The mathematcal descrpton of two-phase flow n a porous medum requres addtonal equatons of state (EOS) referrng to the effect of capllarty and to the mutual mpedment of flow of one phase by the other phase. Both can be formulated as a functon of the saturaton S of the -phase meanng the volumetrc fracton of pore space that s occuped by the -phase. The resultng capllary pressure-saturaton relaton and the relatve permeablty-saturaton relaton make the mathematcal formulaton hghly non-lnear. Relable predctons of two-phase flow depend therefore partcularly on a good representaton of the flow system by these two EOS. Note: In case of CO flowng upward to the surface a three-phase state wth water, lqud and gaseous CO s lkely to evolve [ 35 ]. We are not aware of equatons of state for ths specfc problem and wll therefore restrct the followng dscusson to two-phase flow problems. 3. Two-phase flow equatons of state Accordng to the Young-Laplace-equaton p c cos ( 3.1 ) r p c - capllary pressure [Pa] - nterfacal tenson [N/m] r - curvature radus [m] - wettng angle between sold surface and phase nterface [-] capllary pressure at a phase boundary depends on nterfacal tenson and on the radus r of a bubble or droplet, the radus r of a cylndrcal flow channel or half of the aperture d of a planar flow regme. 11

19 3 Propertes dependng on matrx and fluds at the same tme Even wthout consderng the wettng angle between sold surface and phase nterface, whch s often neglected, propertes of the fluds as well as propertes of the matrx are nvolved n an equaton of state for the capllary pressure. The nterfacal tenson depends on the combnaton of fluds that have contact at the nterface, on pressure and on temperature. In case of the combnaton brne-co the nterfacal tenson ncreases wth ncreasng temperature, wth ncreasng water salnty and wth decreasng pressure [ 3 ]. On pore sze scale capllary pressure can farly well be calculated. But for modellng purposes a formulaton on the macroscopc scale s requred. Though there exst several theoretcal approaches to explan the effect of capllary pressure - best known are the formulatons by Brooks and Corey [ 8 ] or by van Genuchten [ 18 ], a relable formulaton can be derved only emprcally from measurements. The geometry of the pore space as well as the characterstc pore sze dstrbuton for a certan rock type are generally more complex than the rather smple conceptual models underlyng the theoretcally derved formulatons. For the same reason t s necessary to measure relatve permeablty-data, too, even f theory allows to derve permeablty-saturaton relatons usng the same parameters as n the referrng capllary pressure-saturaton. Measurements for the two EOS are often not avalable for the porous medum n queston. In such a stuaton Leverett s dmensonless J-functon [ 9 ] k p ( S ) J ( S ) c w ( 3. ) w cos J - Leverett s J-functon [-] p c - capllary pressure [Pa] k - permeablty [m²] - porosty [-] s often used to transform a capllary pressure-relaton for a known porous medum to a new relaton for another one. Only permeablty and porosty of the unknown medum must be dentfed. Ths method s qute popular snce two-phase flow measurements are expensve. But t has some severe lmtatons. Leveretts scalng method s not vald for 1

20 3 Propertes dependng on matrx and fluds at the same tme certan ranges of wettng angles, and, addtonally, the wettng angle tself s dependent on the nterfacal tenson [ ]. Furthermore, Leveretts approach yelds only qualtatvely smlar EOS. But especally n case of CO storage where the storage strata can be located n a wde range of depths the n-stu condtons referrng to pressure, temperature and salnty may vary sgnfcantly from the condtons appled durng the laboratory measurements. Ths means dfferences n the nterfacal tenson whch n turn can not only change the scale of the EOS consderably but also the values for the resdual saturaton of brne and of CO [ 3 ]. Trappng of CO n solated bubbles at the resdual CO -saturaton happens n the wake of a CO -plume after shutdown of njecton and strongly nfluences further movement of the plume. Leverett s scalng method may therefore cause msleadng model results n the end. For all these reasons, the EOS for two-phase flow are deally measured n the laboratory and under n-stu condtons at that. If such data are not avalable - as s mostly the case - conclusons by analogy referrng to the EOS should be drawn wth extreme cauton. 3.3 Hydrodynamc dsperson The phenomenon of dsperson s well known n the context of sngle-phase transport problems. It s ntroduced by swtchng from a mcroscopc to a macroscopc observaton level. Dsperson descrbes the spreadng of transported matter by the spltted and tortuous flow channels on the mcroscopc level. For sngle-phase modellng the approach of [ 36 ] s generally used. Contrary to sngle-phase flow and transport ths phenomenon states a serous problem for two-phase flow. Approaches as well as referrng parameters are scarce [ 6 ] and hard to come by snce a saturaton-dependent tortuosty has to be consdered. It s therefore often neglected n two-phase flow smulatons. 13

21 4 Propertes of water 4.1 Vapour pressure Vapour pressure of pure water Source: [ 3 ] Formulaton: p s C p * B ( B 4AC) 1 4 ( 4.1 ) p s - vapour saturaton pressure [MPa] p - reference pressure (c.f. Appendx B) A, B, C - ansatz functons (q.v. eq. ( 4.)) A n n B n n n 3 C n n n ( 4. ) - ansatz functon (q.v. eq. ( 4.3 )) n 1 to n 6, - constants (c.f. Appendx B) T n9 T * T n T * 10 ( 4.3 ) T - temperature [K] T * - reference temperature (c.f. Appendx B) n 9, n 10, - constants (c.f. Appendx B) Range of valdty: temperature: K < T < K 15

22 4 Propertes of water 0.1 vapour saturaton pressure[mpa] temperature [ C] Fg. 4.1 Vapour pressure of pure water; after [ 3 ]. Conclusons: Eq. ( 4.1 ) s a relable formulaton wthn the ranges ( 1.1 ) Vapour pressure of water wth dssolved NaCl Source: [ 1 ], [ 4 ] Formulaton: e ew e3w e5 y ln p s e0 e4 ( 4.4 ) z z p s - vapour saturaton pressure [bar] e 0 to e 5 - constants (c.f. Appendx B) y - ansatz functon (q.v. eq. ( 4.5 )) z - ansatz functon (q.v. eq. ( 4.6 ) w - ansatz functon (q.v. eq. ( 4.7 )) 16

23 4 Propertes of water y T ( 4.5 ) 0 T 0 - temperature of pure water (referrng to brne temperature va eq. ( 4.8 )) [K] z T ( 4.6 ) w z e6 ( 4.7 ) e 6 - constant (c.f. Appendx B) ln T 0 f ln T ( 4.8 ) T - brne temperature [K] f - ansatz functon (q.v. eq. ( 4.9 )) f 1 a bt ( 4.9 ) a - ansatz functon (q.v. eq. ( 4.10 )) b - ansatz functon (q.v. eq. ( 4.11 )) a 3 1 a1m am a3m ( 4.10 ) m - molalty of NaCl n the water-phase [mol/kg] a - constants (c.f. Appendx B) b b1m bm b3m b4m b5m ( 4.11 ) b - constants (c.f. Appendx B) Range of valdty: temperature: K < T < K for eq. ( 4.4 ) and 6.15 K < T < K for eq. ( 4.8 ) 17

24 4 Propertes of water vapour saturaton pressure[mpa] 0.1 m= 0. mol/kg m= 1. mol/kg m=. mol/kg 0.08 m= 3. mol/kg m= 4. mol/kg m= 5. mol/kg 0.06 m= 6. mol/kg temperature [ C] Fg. 4. Vapour saturaton pressure of brne; after [ 1 ]. Comments: The formulaton for the vapour pressure of brne from [ 1 ] contans the physcally meanngful constant T 0. Ths constant s the temperature of pure water and s related to the brne temperature T x at the same vapour saturaton pressure by eq. ( 4.8 ). For two reasons ths approach s not entrely satsfyng n the framework of CO - sequestraton. Frstly, t s vald only n a temperature range that s clearly beyond the range of nterest. Secondly, the calculated vapour pressure wth a salt concentraton of 0 and a temperature of 100 C should result n a value of about 0.1 MPa but nstead yelds about 0.5 MPa. An mprovement s suggested by [ 4 ] startng wth eq. ( 4.8 ) but subsequently usng the formulatons of [ 5 ] for the vapour pressure of pure water. Fg. 4.3 shows a comparson of the formulaton of [ 1 ] and the equvalent vapour pressure usng the approach of [ 3 ] 1. The results wth the equvalent vapour pressure appear to be more credble than 1 Note that the formulatons n [ 3 ] are an updated verson of the formulatons suggested n [ 5 ]. 18

25 4 Propertes of water the approach of [ 1 ]. It has to be mentoned, though, that [ 1 ] as well as [ 4 ] clam that the computed vapour saturaton pressures are n good agreement wth measured data despte the sgnfcant dfferences n the sets of curves shown n Fg vapour saturaton pressure[mpa] m= 0. mol/kg m= 1. mol/kg m=. mol/kg m= 3. mol/kg m= 4. mol/kg m= 5. mol/kg m= 6. mol/kg m= 0. mol/kg m= 1. mol/kg m=. mol/kg m= 3. mol/kg m= 4. mol/kg m= 5. mol/kg m= 6. mol/kg after [ 1 ] after[ 4 ] temperature [ C] Fg. 4.3 Vapour saturaton pressure after [ 1 ] and the equvalent pure water vapour pressure after [ 4 ]. Conclusons: Eq. ( 4.8 ) n combnaton wth eq. ( 4.1 ) seems to be a relable formulaton wthn the ranges ( 1.1 ). It should be checked aganst measured data, though Vapour pressure of water wth dssolved CO Comments: We are not aware of formulatons concernng vapour pressure of water wth dssolved CO Vapour pressure of water wth dssolved NaCl and CO Comments: We are not aware of formulatons concernng vapour pressure of water wth dssolved NaCl and CO. 19

26 4 Propertes of water 4. Densty 4..1 Densty of pure water The approaches for the water densty presented n the next two sectons are gven n [ 3 ]. They actually provde data for the specfc volume of pure lqud water as well as of water vapour. The specfc volume s the recprocal of the densty Densty of lqud water Source: [ 3 ] Formulaton: 1 ( 4.1 ) - water densty [kg/m³] - specfc volume [m³/kg] p R T H O ( 4.13 ) p - pressure [MPa] T - temperature [K] R - specfc gas constant for water vapour (c.f. Appendx B) H O - standardsed pressure (q.v. eq. ( 4.14 )) [-] - ansatz functon (q.v. eq. ( 4.15 )) p ( 4.14 ) p * p - reference pressure (c.f. Appendx B) 0

27 4 Propertes of water 34 1 I 1 J ni ( 4.15 ) - standardsed temperature (q.v. eq. ( 4.16 ) [-] n, I, J - constants (c.f. Appendx B) T * ( 4.16 ) T - reference temperature (c.f. Appendx B) Range of valdty: temperature: K < T < K pressure: p s (T) < p < 100 MPa p s (T) - vapour saturaton pressure [MPa] (q.v. eq. ( 4.1 )) densty [kg/m³] T= 0. C T= 10. C T= 0. C T= 30. C T= 40. C T= 50. C T= 60. C T= 70. C T= 80. C T= 90. C pressure [MPa] Fg. 4.4 Densty of pure lqud water; after [ 3 ]. Conclusons: Eq. ( 4.13 ) s a relable formulaton wthn the ranges ( 1.1 ). 1

28 4 Propertes of water Densty of water vapour Source: [ 3 ] Formulaton: p R H T O 0 r ( 4.17 ) - specfc volume [m³/kg] (q.v. eq. ( 4.1 )) p - pressure [MPa] T - temperature [K] R - specfc gas constant for water vapour (c.f. Appendx B) H O r - ansatz functon (q.v. eq. ( 4.18 )) [-] - ansatz functon (q.v. eq. ( 4.19 )) 1 0 ( 4.18 ) - standardsed pressure (c.f. eq. ( 4.14 ) ) [-] p - reference pressure (c.f. Appendx B) 43 r I 1 n J I 0. 5 ( 4.19 ) 1 - standardsed temperature (q.v. eq. ( 4.16)) [-] - reference temperature (c.f. 0) n, I, J - constants (c.f. Appendx B) Range of valdty: temperature: pressure: K T K 0 MPa < p < p s (T) Comments: Eq.s ( 4.1 ), ( 4.14 ) and ( 4.16 ) are needed agan for calculatng the vapour densty from the specfc volume.

29 4 Propertes of water densty [kg/m³] T=100. C T=150. C T=00. C T=50. C T=300. C T=350. C pressure [MPa] Fg. 4.5 Densty of water vapour; after [ 3 ]. Water wth a pressure above 0.1 MPa and a temperature below 100 C exsts only n the lqud form as shown n Fg For temperatures above 100 C the vapour saturaton pressure p s (T) exceeds 0.1 MPa (c.f. Fg. 4.1) thus allowng water to take the vaporous form as long as pressures stay below p s (T). In Fg. 4.5 the change from the vaporous to the lqud phase s ndcated by the vertcal segment of a densty curve. Conclusons: Eq. ( 4.17 ) s a relable formulaton. However, water vapour as the only water phase s not to be expected wthn the ranges ( 1.1 ). 4.. Densty of water wth dssolved NaCl Sources: [ 1 ], [ 31 ] Formulaton: 3 A Bf Cf Df ( 4.0 ) - densty of water wth dssolved NaCl [g/cm³] A, B, C, D - constants (c.f. Appendx B) 3

30 4 Propertes of water f - ansatz functon (q.v. eq. ( 4.1 )) a1m at a p c1e ce c3e ( 4.1 ) f 3 m - molalty of NaCl n the water-phase [mol/kg] T - Temperature [ C] p - pressure [bar] a, c - constants (c.f. Appendx B) Range of valdty: salnty: 0.5 mol/kg < m < 5 mol/kg temperature: 10 C T 350 C pressure: p s (T) < p < 50 MPa p s (T) - vapour saturaton pressure [MPa] (q.v. eq. ( 4.1)) Accuracy: ± % n the range of valdty m=0.5 mol/kg, T= 10. C m=0.5 mol/kg, T= 50. C m=3.00 mol/kg, T= 10. C m=3.00 mol/kg, T= 50. C m=5.00 mol/kg, T= 10. C m=5.00 mol/kg, T= 50. C densty [kg/m³] pressure [MPa] Fg. 4.6 Densty of brne; after [ 1 ]. 4

31 4 Propertes of water Comments: The formulatons gven above can be found n [ 1 ] and n [ 31 ]. An approach for a wder range of applcaton n terms of temperature and pressure s provded by [ 3 ], but temperature dependent coeffcents are gven only for dscrete temperatures and thus are only condtonally useful for modellng purposes. [ 4 ] states that the compressblty of brne s almost the same as of pure water regardless of the salnty up to a temperature of 50 C. An algorthm comparson wth other formulatons has been performed n [ ]. Here, the approach of [ 31 ] was dscarded because of devaton from several other formulatons. However, these other formulatons yeld somewhat dubous values for hgh NaClconcentratons, namely 130 kg/m³ at atmospherc pressure, a temperature of 5 C and a salnty of about 5 mol/kg. Conclusons: Eq. ( 4.0 ) appears to be a relable formulaton wthn the ranges ( 1.1 ) except for the extreme values of the salnty. There are alternatve formulatons but presently no defnte conluson about the valdty of any of the approaches s possble Densty of water wth dssolved CO Source: [ 16 ] Formulaton: M c c V ( 4. ) H O CO H O - densty of water wth dssolved carbon doxde [kg/m³] M CO - molecular weght of CO [kg/mol] (c.f. Appendx B) H O - densty of pure water [kg/m³] (q.v. eq. ( 4.13 )) c - concentraton of dssolved CO [mol CO /m³ H O] V - molar volume of dssolved CO [m³/mol] (q.v. eq. ( 4.3 )) V T T T ( 4.3 ) T - temperature [ C] 5

32 4 Propertes of water Range of valdty: The range of valdty s not presented n [ 16 ]. The plots n [ 16 ] suggest: temperature: 0 C T 300 C pressure: p s (T) < p < 30 MPa (see Comments); p s (T) - (q.v. eq. ( 4.1)) CO -concentraton: c [mol/mol]: 0 < c < 0.05 mol/mol 100 densty [kg/m³] p= 0.1 MPa, T= 10. C p= 0.1 MPa, T= 40. C p= 0.1 MPa, T= 90. C p=15.0 MPa, T= 10. C p=15.0 MPa, T= 40. C p=15.0 MPa, T= 90. C CO-concentraton [mol/kg] Fg. 4.7 Densty of pure water wth dssolved CO up to CO -solublty; after [ 16 ]. Comments: The nfluence of dssolved carbon doxde on the water densty has been gnored n multphase flow modellng for a long tme (e.g. n [ 34 ] und [ 4 ]). The reason for that s that the densty ncrease due to salnty can be up to almost 0 % whereas carbon doxde content produces an ncrease n aqueous phase densty on the order of at most to 3 % [ 16 ]. Maxmum densty changes due to soluton of CO s estmated n [ 7 ] to be less than 0.6 % at temperatures between 0 and 5 C. However, for CO - sequestraton the densty effects may play a vtal role for the fnal fate of njected CO. Along wth the pure water densty (see secton 4..1) ths approach requres a second equaton for the molar volume V of dssolved CO whch s the volume occuped by one mole of a CO at a gven temperature and pressure. Accordng to [ 16 ] the molar volume 6

33 4 Propertes of water s only weakly dependent on the CO -concentraton and does not depend on pressure for temperatures below 300 C. The nfluence of salnty on the molar volume may be neglgble [ 16 ]. Note that pressure enters ths formulaton only va the densty of pure water whch can relably be calculated usng eq. ( 4.13 ) up to 100 MPa. Conclusons: Eq. ( 4. ) s a relable formulaton wthn the ranges ( 1.1 ) Densty of water wth dssolved NaCl and CO Source: [ 17 ] Formulaton: b M CO c cbv ( 4.4 ) - brne densty ncludng dssolved CO [kg/m³] b - brne densty wthout dssolved CO [kg/m³] M CO - molecular weght of CO [kg/mol] (c.f. 0) c - concentraton of dssolved CO [mol CO /m³ soluton] V - molar volume of dssolved CO [m³/mol] (q.v. eq. ( 4.3 )) Range of valdty: The range of valdty s not presented n [ 17 ]. Presumably, the ranges gven n secton 4..3 apply. Comments: Apparently, lttle s known about the densty of a soluton contanng CO as well as NaCl. [ 4 ] neglects the nfluence of CO on the brne densty on account of the low solublty of the CO. In [ 17 ] an ad hoc approach based on the formulaton n secton 4..3 for pure water and CO s used wthout justfcaton that smply exchanges the pure water densty wth the brne densty: Note: Nether eq. ( 4.0 ) nor eq. ( 4. ) offer a formulaton ncludng 0% salt content or 0% CO -content, respectvely. The brne densty for a salt molalty below 0.5 s therefore calculated as a lnear nterpolaton between the value of eq. ( 4.0 ) wth 7

34 4 Propertes of water m=0.5 and the value for pure water accordng to eq. ( 4.13 ). In case of low CO - concentratons the lower lmt for the applcablty of eq. ( 4. ) s gnored m NaCl = 3.0 mol/kg, p= 0.1 MPa, T= 10. C m 1000 NaCl = 3.0 mol/kg, p= 0.1 MPa, T= 40. C m NaCl = 3.0 mol/kg, p= 0.1 MPa, T= 90. C m NaCl = 3.0 mol/kg, p= 15.0 MPa, T= 10. C m NaCl = 3.0 mol/kg, p= 15.0 MPa, T= 40. C m NaCl = 3.0 mol/kg, p= 15.0 MPa, T= 90. C CO -concentraton [mol/kg] Fg. 4.8 Densty of brne wth 3 mol/kg NaCl and CO up to CO -solublty; after [ 17 ] m NaCl = 5.0 mol/kg, p= 0.1 MPa, T= 10. C m 1000 NaCl = 5.0 mol/kg, p= 0.1 MPa, T= 40. C m NaCl = 5.0 mol/kg, p= 0.1 MPa, T= 90. C m NaCl = 5.0 mol/kg, p= 15.0 MPa, T= 10. C m NaCl = 5.0 mol/kg, p= 15.0 MPa, T= 40. C m NaCl = 5.0 mol/kg, p= 15.0 MPa, T= 90. C CO -concentraton [mol/kg] Fg. 4.9 Densty of brne wth 5 mol/kg NaCl and CO up to CO -solublty; after [ 17 ]. 8

35 4 Propertes of water Conclusons: Eq. ( 4.4 ) s probably a good approxmaton but stll has to be valdated. The ranges ( 1.1 ) referrng to NaCl- and CO -concentratons are not fully covered. 4.3 Vscosty Vscosty of pure water Source: [ 4 ] Formulaton: T ) ( T, ) ( T, ) ( 4.5 ) 0( 1 - standardsed vscosty (q.v. eq.s ( 4.6 ) [-] T - standardsed temperature (q.v. eq.s ( 4.6 ) [-] - standardsed densty (q.v. eq.s ( 4.6 ) [-], - ansatz functons [-] (q.v. eq.s ( 4.7 ) to ( 4.9 )) 0 1, T T,, ( 4.6 ) T * * * T - temperature [K] - densty [kg/m³] - vscosty [Pa s] T*, p*, *, * - reference values (c.f. Appendx B) T H T ( 4.7 ) H - constants (c.f. Appendx B) e Hj 1 T 0 j0 j 1 ( 4.8 ) H j - constants (c.f. Appendx B) 9

36 4 Propertes of water 1 ( 4.9 ) Range of valdty: pressure: p < 500 MPa for 0 C < T < 150 C p < 350 MPa for 150 C < T < 600 C p < 300 MPa for 600 C < T < 900 C vscosty [Pa s] p= 0.10 MPa p= 0.00 MPa p= MPa p= MPa p= MPa p= MPa temperature [ C] Fg Vscosty of pure water as a functon of temperature; after [ 3 ]. Comments: For ndustral use eq. ( 4.9 ) may be used everywhere wthn the range of valdty. For general and scentfc use t becomes consderably more complex. Generally, water (and brne) vscosty s almost neglgbly dependent on pressure [ ]. Conclusons: Eq. ( 4.5 ) s a relable formulaton wthn the ranges ( 1.1 ). The nfluence of pressure on the water vscosty s apparently neglgble. 30

37 4 Propertes of water 4.3. Vscosty of water wth dssolved NaCl Source: [ 31 ] Formulaton: 1 am bm² cm³ dt (1 e w km ) ( 4.30 ) - vscosty [Pa s] w - vscosty of pure water [Pa s] (c.f. eq. ( 4.5 )) T - temperature [ C] m - molalty of NaCl n the water-phase [mol/kg] a, b, c, d, k - constants (c.f. Appendx B) Range of valdty: temperature: 10 C < T < 350 C pressure: 0.1 MPa < p < 50 MPa (for eq. ( 4.5 )) salnty: 0 mol/kg < m < 5 mol/kg Accuracy: Eq. ( 4.30 ) reproduces data to an average of ± % wthn the range of valdty. Comments: The approach of [ 31 ] provdes a departure functon that modfes the pure water vscosty by a factor accordng to the salnty. Note that there s a small nfluence of pressure whch s ntroduced by the formulaton ( 4.5 ) for the vscosty of pure water. An algorthm comparson wth other formulatons has been performed n [ ]. It appears that the dfferences between theses formulatons were small. NaCl-saturated soluton contans 359 g /l NaCl H O soluton at 5 C whch equals 6.1 mol /kg. NaCl H O 31

38 4 Propertes of water vscosty [Pa s] m=0.00 mol/kg, p= 0.1 MPa m=0.00 mol/kg, p=10.0 MPa m=0.00 mol/kg, p=30.0 MPa m=3.00 mol/kg, p= 0.1 MPa m=3.00 mol/kg, p=10.0 MPa m=3.00 mol/kg, p=30.0 MPa m=5.00 mol/kg, p= 0.1 MPa m=5.00 mol/kg, p=10.0 MPa m=5.00 mol/kg, p=30.0 MPa temperature [ C] Fg Vscosty of water wth dssolved NaCl as a functon of temperature; after [ 31 ]. Conclusons: Eq. ( 4.30 ) s a relable formulaton wthn the ranges ( 1.1 ) except for very hgh salntes Vscosty of water wth dssolved CO Source: [ 4 ] Comments: At the tme we are not aware of formulatons descrbng the vscosty of water wth dssolved CO. [ 4 ] neglects the nfluence of CO on the brne vscosty on account of the low solublty of the CO. Conclusons: No relable formulaton s known. Possbly t s neglgble. 3

39 4 Propertes of water Vscosty of water wth dssolved NaCl and CO Source: [ 7 ] Formulaton: NaCl NaCl CO CO a bt m ( c dt ) m ( e ft ) m ( g ht ) m H O H ( p 0.1) O ( T, p 0.1) H O H O H O ( 4.31 ) - vscosty [m(pa s)] H O - vscosty of pure water at T and p=0.1 MPa [m(pa s)] T - temperature [K] m - molalty referrng to NaCl [mol/kg] NaCl H O m - molalty referrng to CO [mol/kg] CO H O p - pressure [MPa] a to - constants (c.f. Appendx B) Range of valdty: temperature: 0 C < T < 5 C pressure: 0.1 MPa < p < 30 MPa salnty: 0 mol/kg < NaCl mh O < mol/kg CO CO -concentraton: 0 mol/kg < m < mol/kg H O Comments: The approach of [ 7 ] provdes a departure functon that modfes the pure water vscosty at 0.1 MPa by addng a summand accordng to salt- and CO -molalty. Note that there s a small nfluence of pressure whch s ntroduced by the formulaton ( 4.5 ) for the vscosty of pure water. Accordng to [ 17 ] n 003 the only source for data concernng the vscosty n the threecomponent-system of water, NaCl and CO was [ 7 ]. No other could be found n the meantme. But ths lterature ams at deep dsposal n the ocean and thus provdes only a formulaton for these specfc condtons. 33

40 4 Propertes of water vscosty [Pa s] m NaCl =0.0mol/kg,m CO =0.0mol/kg,p= 0.MPa m NaCl =0.0mol/kg,m CO =0.0mol/kg,p=30.MPa m NaCl =0.0mol/kg,m CO =0.9mol/kg,p= 0.MPa m NaCl =0.0mol/kg,m CO =0.9mol/kg,p=30.MPa m NaCl =0.8mol/kg,m CO =0.0mol/kg,p= 0.MPa m NaCl =0.8mol/kg,m CO =0.0mol/kg,p=30.MPa m NaCl =0.8mol/kg,m CO =0.9mol/kg,p= 0.MPa m NaCl =0.8mol/kg,m CO =0.9mol/kg,p=30.MPa temperature [ C] Fg. 4.1 Vscosty of water wth dssolved NaCl and CO ; after [ 7 ]. Conclusons: In Fg. 4.1 t seems as f the nfluence of dssolved CO on the brne vscosty decreases wth temperature compared to the nfluence of NaCl. The pressure nduced ncrease of vscosty n the three-component mxture s not sgnfcantly dfferent from the ncrease n pure water. Ths may justfy the assumpton of neglgble changes of the vscosty wth the CO -content especally n hgh-salnty brnes. The temperature range vald for eq. ( 4.31 ) actually excludes a use for CO - sequestraton n underground aqufers because these aqufers show temperatures above at least 10 C. However, ths formulaton mght be used anyway for a lack of better data. Therefore t s mportant to know the error that follows from an extrapolaton n the temperature drecton. Fg shows such extrapolatons for a brne wthout dssolved CO n comparson to the formulatons from [ 31 ]. Apparently, the calculated curves are not relable for hgher temperature and salntes. They cross the pure water curve as well as each other and some even fall below zero. The approach should certanly not be used above 40 C for low up to medum salntes and not above 0 C for medum up to hgh salntes. 34

41 4 Propertes of water vscosty [Pa s] m= 0.0 mol/kg, p= 0.1 MPa m= 0.0 mol/kg, p= 0.1 MPa m= 0.0 mol/kg, p=30.0 MPa m= 0.0 mol/kg, p=30.0 MPa m= 3.0 mol/kg, p= 0.1 MPa m= 3.0 mol/kg, p= 0.1 MPa m= 3.0 mol/kg, p=30.0 MPa m= 3.0 mol/kg, p=30.0 MPa m= 6.0 mol/kg, p= 0.1 MPa m= 6.0 mol/kg, p= 0.1 MPa m= 6.0 mol/kg, p=30.0 MPa m= 6.0 mol/kg, p=30.0 MPa c=0.0mol/kgnallcases lnes after [ 31 ] symbols after [ 7 ] temperature [ C] Fg Vscosty of water wth dssolved NaCl; after [ 7 ] and after [ 31 ]. 4.4 Thermal conductvty Thermal conductvty of pure water Source: [ 49 ] (cted n [ 31 ]) Formulaton: T ' T ' T' T' 3 4 ( 4.3 ) - thermal conductvty of pure water [J/(m K s)] T - normalsed temperature [-] T ' T ( 4.33 ) T - temperature [ C] 35

42 4 Propertes of water Range of valdty: temperature: 0 C < T < 330 C 0.7 thermal conductvty [J/(m K s)] temperature [ C] Fg Thermal conductvty of pure water; after [ 49 ], cted n [ 31 ]. Comments: The formulaton ( 4.3 ) s based on a comparson wth laboratory data. Addtonal data gven n [ 31 ] apparently confrm ths approach especally for the temperature range between 0 C and 80 C. Conclusons: Eq. ( 4.3 ) s a relable formulaton wthn the ranges ( 1.1 ) except for low temperatures Thermal conductvty of water wth dssolved NaCl Source: [ 49 ] (cted n [ 31 ]) 36

43 4 Propertes of water Formulaton: w T T T S 8 T S ( 4.34 ) - thermal conductvty of water wth dssolved NaCl [J/(m K s)] - thermal conductvty of pure water [J/(m K s)] (q.v. eq. ( 4.3 )) T - temperature [ C] S - ansatz functon [-] (q.v. eq. ( 4.35 )) m S ( 4.35 ) m m - molalty of NaCl n the water-phase [mol/kg] Range of valdty: temperature: 0 C < T < 330 C pressure: 0 mol/kg < m< 5 mol/kg 0.7 thermal conductvty [J/(m K s)] m= 0.0 mol/kg m= 1.0 mol/kg m=.0 mol/kg m= 3.0 mol/kg m= 4.0 mol/kg m= 5.0 mol/kg temperature [ C] Fg Thermal conductvty of water and dssolved NaCl; after [ 49 ], cted n [ 31 ]. 37

44 4 Propertes of water Comments: The formulaton ( 4.34 ) s based on a comparson wth laboratory data. Addtonal data gven n [ 31 ] apparently confrm ths approach especally for the temperature range between 0 C and 80 C. Conclusons: Eq. ( 4.34 ) s a relable formulaton wthn the ranges ( 1.1 ) except for low temperatures and for very hgh salntes Thermal conductvty of water wth dssolved CO Comments: We are not aware of formulatons concernng the thermal conductvty of water wth dssolved CO Thermal conductvty of water wth dssolved NaCl and CO Comments: We are not aware of formulatons concernng the thermal conductvty of water wth dssolved NaCl and CO. 4.5 Enthalpy Enthalpy of pure water Source: [ 3 ] Formulaton: h R T H O ( 4.36 ) h - enthalpy [kj/kg] R HO - specfc gas constant for water vapour (c.f. Appendx B) T - temperature [K] - ansatz functon (q.v. eq. ( 4.38)) - standardsed temperature (q.v. eq. ( 4.37)) [-] 38

45 4 Propertes of water T * ( 4.37 ) T - reference temperature (c.f. Appendx B) 34 I J 1 n 7.1 J( 1.) ( 4.38 ) 1 n, I, J - constants (c.f. Appendx B) - standardsed pressure [-] p ( 4.39 ) p * p - reference pressure (c.f. Appendx B) p - pressure [MPa] Range of valdty: temperature: pressure: K < T < K p s (T) < p < 100 MPa p s (T) - vapour saturaton pressure [MPa] (q.v. eq. ( 4.1)) Comments: A formulaton for the enthalpy can be derved from the specfc Gbbs free energy (eq. ( 4.40)): g h g T ( 4.40 ) T p g - specfc Gbbs free energy [kj/kg] Conclusons: Eq. ( 4.36 ) s a relable formulaton wthn the ranges ( 1.1 ). 39

46 4 Propertes of water p= 0.1 MPa p= 10.0 MPa p= 0.0 MPa p= 30.0 MPa enthalpy [kj/kg] temperature [ C] Fg Enthalpy of pure water; after [ 3 ] Enthalpy of water wth dssolved NaCl Source: [ 30 ] Formulaton: h X h X h mh ( 4.41 ) H O H O H O NaCl H O NaCl NaCl H O h - enthalpy of water wth dssolved NaCl [kj/kg] X - mass fracton of water [-] (q.v. eq. ( 4.4 )) H O H O X - mass fracton of salt [-] (q.v. eq. ( 4.43 )) NaCl H O h - enthalpy of pure water [kj/kg] (q.v. eq.s ( 4.36) or ( 4.45 )) H O h NaCl - enthalpy of pure salt [kj/kg] (q.v. eq. ( 6.3 )) h NaCl H O - enthalpy of mxng [kj/kg] (q.v. eq. ( 4.44 )) T - temperature [ C] m - molalty of NaCl n the water-phase [mol/kg] 40

47 4 Propertes of water X 1000 ( 4.4 ) m H O H O 58.44m m X NaCl H O ( 4.43 ) 3 NaCl j h H O ajt m ( 4.44 ) m 0 j0 a j - constants (c.f. Appendx B) h O 4 3 H T T T ( 4.45 ) Range of valdty s not specfed, but secondary lterature gves hnts: temperature: 0 C < T < 350 C salnty: 0 to full NaCl saturaton (as n the tabulated data from [ 1 ]) enthalpy after [ 30 ] after [ 3 ] at p= 0 MPa after [ 3 ] at p= 30 MPa enthalpy [kj/kg] temperature [ C] Fg Enthalpy of pure water; after [ 30 ] and after [ 3 ]. 41

48 4 Propertes of water enthalpy [kj/kg] m= 0.0 mol/kg m= 1.0 mol/kg m=.0 mol/kg m= 3.0 mol/kg m= 4.0 mol/kg m= 5.0 mol/kg m= 6.0 mol/kg temperature [ C] Fg Enthalpy of water wth dssolved NaCl at 0.1 MPa; after [ 30 ], usng the modfcatons descrbed n the text. Comments: Formulaton ( 4.41) s derved from tabulated data from [ 1 ] and [ 37 ]. The approach follows the general prncple that the enthalpes of the components of a soluton add proportonally to the mass of the components. An addtonal term for the heat of dssoluton s consdered, too. Formulaton ( 4.45 ) for the enthalpy of pure water hh O s less extensve than eq. ( 4.36 ) but t does not nclude the admttedly small effect of pressure. Addtonally, t appears to be optmsed for hgher temperatures as has already been observed n [ 0 ]. For pure water there are notceable devatons n the lower temperature range from the more accurate data of [ 3 ] as shown n Fg The curves n Fg are therefore calculated usng eq. ( 4.36 ) nstead of eq. ( 4.45 ). Problems wth the correlaton for the enthalpy of salt h NaCl after [ 30 ] are dscussed n secton 6.. Fnally, the summands n eq. ( 4.41 ) are not consstent n terms of dmensons. In the defntons ( 4.45 ), ( 6. ) and ( 4.44) all three enthalpes are gven n [kj/kg] but n eq. ( 4.41 ) the enthalpes h 1 and h are multpled by the referrng mass fracton 4

49 4 Propertes of water whle the enthalpy of mxng s multpled by the molalty of the soluton. So ether correlaton ( 4.44) for the enthalpy of mxng contans another error, or t s not gven n the rght dmensons, or the enthalpy of mxng s multpled n ( 4.41 ) by the salt mass fracton nstead of the molalty. The frst two assumptons are rather hard to check. The curves n Fg are thus calculated usng salt mass fractons nstead of the molaltes n ( 4.41 ) as has been done for practcal model calculatons descrbed n [ 6 ]. Conclusons: Formulaton ( 4.41 ) s vald wthn the ranges ( 1.1 ). However, the approach of [ 30 ] s obvously not too relable - nether related to the sngle enthalpes of pure water h 1, of pure salt h as well as of mxng h nor related to the formulaton as such. A bg problem here s that data to check the formulatons are hard to come by. The formulatons for the enthalpes h 1 and h from [ 30 ] can be replaced by eq.s ( 4.45 ) and ( 6.3 ), respectvely. But the formulaton for the enthalpy of mxng ntroduces an nconsstency. The reason for that s unknown and must be checked snce the dfferent explanatons to resolve these nconsstences lead to a hghly dfferent relevance of ths term for the enthalpy of brne Enthalpy of water wth dssolved CO Source: adapted from [ 14 ] Formulaton: h X h X h X h ( 4.46 ) H O H O H O CO H O CO CO H O CO H O h - enthalpy of water wth dssolved CO [kj/kg] X - mass fracton of water [-] H O H O X - mass fracton of CO [-] CO H O h - enthalpy of pure water [kj/kg] (q.v. eq. ( 4.36)) H O h CO - enthalpy of pure CO [kj/kg] (q.v. eq. ( 5.5 )) CO h H O - enthalpy of dssoluton [kj/kg] (q.v. eq. ( 4.47 )) 43

50 4 Propertes of water h CO H O (-RT c c - T ) 3 c T 4 c 5 c 7 p c8 p - c p T T T 630 T 630 T 9 c 10 p ( 4.47 ) p - Druck der Wasserphase [bar] T - temperature [K] R - unversal gas constant [J/(K mol)] c - constants (c.f. Appendx B) Range of valdty: temperature: 0 C < T < 60 C pressure: 0 MPa < p < 00 MPa salnty: 0 mol/kg < m < 4.87 mol/kg Comments: Formulaton ( 4.46 ) can be regarded as a smplfed verson of formulaton ( 4.48 ). Due to the mass proportonalty of the three contrbutory enthalpes the range of valdty for formulaton ( 4.46 ) s equal to the common range of valdtes of all these three enthalpes. For the range of valdty: see Comments n secton Conclusons: Formulaton ( 4.46 ) s vald wthn the ranges ( 1.1 ) Enthalpy of water wth dssolved CO and NaCl Source: [ 4 ], [ 14 ] Formulaton: h (1 X h X h X h ( 4.48 ) CO H ) O b CO H O CO CO H O CO H O h - enthalpy of water wth dssolved NaCl and dssolved CO [kj/kg] h b - enthalpy of water wth dssolved NaCl [kj/kg] (q.v. eq. ( 4.41 )) h CO - enthalpy of pure CO [kj/kg] (q.v. eq. ( 5.5 )) CO h H O - enthalpy of dssoluton [kj/kg] (q.v. eq. ( 4.49 )) X - mass fracton of CO [-] CO H O 44

51 4 Propertes of water ln K T hb p hs R( T 73.15) M CO ( 4.49 ) K hb - Henry s constant for brne and gaseous CO [Pa] (q.v. eq. ( 4.50 )) T - temperature [ C] R - unversal gas constant [J/(mol K)] M CO - molecular weght of CO [kg/mol] m k b ( 4.50 ) K 10 hb K h K hb - Henry s constant for brne and gaseous CO [Pa] K h - Henry s constant for pure water [Pa] (q.v. eq. ( 4.51 ) ) k b - saltng-out coeffcent [kg/mol] (q.v. eq. ( 4.5 ) ) m - molalty of NaCl n the water-phase [mol/kg] 5 K B( ) T ( 4.51 ) h 0 B() - constants (c.f. Appendx B) 4 k C( ) T ( 4.5 ) b 0 C() - constants (c.f. Appendx B) As a knd of valdaton of the approach ( 4.49 ) formulaton ( 4.46 ) for the enthalpy of dssoluton for pure water from [ 14 ] was checked aganst the approach from [ 4 ] as shown n Fg Range of valdty: temperature: 0 C < T < 300 C salnty: 0 mol/kg < m < halte saturaton further clues: (see secton 4.5.) 45

52 4 Propertes of water Henry-coeff. [MPa] m= 0.0 mol/kg m= 1.6 mol/kg m=.9 mol/kg m= 3.9 mol/kg m= 6.1 mol/kg halte saturated at 0.1 MPa temperature [ C] Fg Henry s constant for dfferent salntes, after [ 4 ]. dssoluton enthalpy [kj/kg] m= 0.0 mol/kg m= 1.6 mol/kg m=.9 mol/kg m= 3.9 mol/kg halte saturated at 0.1 MPa (ncl. temp. effect) m= 0.0 mol/kg at 1 bar after [ 14 ] temperature [ C] Fg. 4.0 Dssoluton enthalpy of CO ; after [ 4 ], approach for pure water after [ 14 ]. 46

53 4 Propertes of water enthalpy [kj/kg] p= 0.1 MPa,m= 0.0 mol/kg,xco= 0.0 [-] p= 30.0 MPa,m= 0.0 mol/kg,xco= 0.0 [-] p= 0.1 MPa,m= 6.0 mol/kg,xco= 0.0 [-] p= 30.0 MPa,m= 6.0 mol/kg,xco= 0.0 [-] p= 0.1 MPa,m= 0.0 mol/kg,xco= 0.9 [-] p= 30.0 MPa,m= 0.0 mol/kg,xco= 0.9 [-] p= 0.1 MPa,m= 6.0 mol/kg,xco= 0.9 [-] p= 30.0 MPa,m= 6.0 mol/kg,xco= 0.9 [-] temperature [ C] Fg. 4.1 Enthalpy of water wth dssolved NaCl and dssolved CO ; after [ 4 ]. Comments: Formulaton ( 4.48 ) s based on an already known brne enthalpy as well as the mass proportonalty of the enthalpes of brne and of CO. The enthalpy of dssoluton of gaseous CO s not gven drectly n [ 4 ] but as a functon of the temperature- and salnty-dependent Henry s constant as well as on the exclusvely temperature-dependent saltng-out coeffcent. It s ftted to data n the temperature range of 100 C up to 350 C. Consderng ths, the sharp bendg of the curves below 0 C n Fg. 4.0 looks suspcous, especally so, because the formulaton n [ 14 ] for fresh water looks almost lnear n ths range. The addtonal data used n [ 14 ] confrms a more or less lnear trend even down to 30 C. No comparson wth measured data under any salnty s gven n [ 4 ]. Conclusons: The only quantty n eq. ( 4.48 ) not already evaluated n other sectons s CO H O the dssoluton enthalpy h. Snce the enthalpy of dssoluton s multpled by the mass fracton of CO n brne t has no sgnfcant meanng for practcal purposes. The referrng formulatons ( 4.49) or ( 4.46 ) appear to be relable and vald wthn the ranges 47

54 4 Propertes of water ( 1.1 ) except for temperatures below 0 C where the formulatons dffer strongly. Here, t cannot be decded whch formulaton s more realstc. Otherwse the conclusons concernng brne enthalpy from secton 4.5. apply. 4.6 Heat capacty Heat capacty can be derved from the enthalpy as the partal dervatve wth respect to temperature: h c ( 4.53 ) T c h T - heat capacty [kj/(kg K)] - enthalpy [kj/kg] - temperature [K] Heat capacty of pure water Source: [ 3 ], [ 30 ] Formulaton after [ 3 ]: c p R ( 4.54 ) c p - sobarc heat capacty [kj/(kg K)] R - specfc gas constant for water vapour [kj/( kg K )] (c.f. Appendx B) - ansatz functon - standardsed temperature [-] (q.v. eq. ( 4.16 )) 34 1 I J J J n ( 4.55 ) - standardsed pressure [-] (q.v. eq. ( 4.13 )) n, I, J - constants for eq. ( 4.38 ) (c.f. Appendx B, eq. ( 4.15 )) 48

55 4 Propertes of water Range of valdty: temperature: K < T < K pressure: p s (T) < p < 100 MPa p s (T) - vapour saturaton pressure [MPa] (q.v. eq. ( 4.1)) Another formulaton for the heat capacty can be derved startng wth eq. ( 4.45 ) from [ 30 ] for the enthalpy of pure water. The temperature dervatve of ths approach reads as follows: c w h T T T ( 4.56 ) c w - heat capacty of pure water [kj/(kg C)] h 1 - enthalpy of pure water (q.v. eq. ( 4.45 )) T - temperature [ C] Range of valdty: (see secton 4.5. ) heat capacty [kj/(kg K)] after [ 30 ] p= 0.1 MPa; after [ 3 ] p= 30.0 MPa; after [ 3 ] temperature [ C] Fg. 4. Heat capacty of pure water; after [ 3 ] and [ 30 ]. 49

56 4 Propertes of water Comments: Followng the formulaton from [ 3 ] for the heat capacty the effects of pressure and temperature appear to be neglgble n the constant range of nterest. In contrast the approach based on the enthalpy of pure water provded by [ 30 ] shows a clear dependency on temperature whle the effect of pressure s not ncluded. Conclusons: Eq. ( 4.54 ) s a relable formulaton wthn the ranges ( 1.1 ). Instead of usng the approach ( 4.56 ) a representatve constant value based on eq. ( 4.54 ) should be consdered Heat capacty of water wth dssolved NaCl Source: [ 3 ], [ 30 ] Formulaton: c X X H O H O H O H O h1 X T c w X NaCl H O NaCl H O c h X T NaCl X NaCl H O NaCl H O h T hm T m ( 4.57 ) c - heat capacty of water wth dssolved NaCl [kj/(kg K)] c w - heat capacty of pure water [kj/(kg K)] (q.v. eq. ( 4.54 )) c NaCl - heat capacty of NaCl [kj/(kg K)] (q.v. eq. ( 6.4 )) X - mass fracton of water [-] (q.v. eq. ( 4.4 )) H O H O X - mass fracton of salt [-] (q.v. eq. ( 4.43 )) NaCl H O h 1 - enthalpy of pure water [kj/kg] (q.v. eq. ( 4.36)) h - enthalpy of pure salt [kj/kg] (q.v. eq. ( 6.3 )) h - enthalpy of mxng [kj/kg] (q.v. eq. ( 4.44 )) T - temperature [ C] 3 h ( 1) j T m 0 j0 a T j m ( 4.58 ) m - molalty of NaCl n the water-phase [kg/mol] 50

57 4 Propertes of water Range of valdty: (see secton 4.5.) heat capacty [kj/(kg K)] p= 0.1 MPa, m= 0.0 mol/kg p= 0.1 MPa, m= 6.0 mol/kg p=30.0 MPa, m= 0.0 mol/kg p=30.0 MPa, m= 6.0 mol/kg temperature [ C] Fg. 4.3 Heat capacty of water wth dssolved NaCl; derved from [ 30 ]. Comments: Analogously to the enthalpy the heat capacty for water wth dssolved NaCl s the mass weghted sum of the sngle heat capactes plus enthalpy of mxng and/or enthalpy of dssoluton. Formulaton ( 4.41 ) for the enthalpy of water wth dssolved NaCl s nserted n eq. ( 4.53 ) ncludng the modfcatons descrbed n the comments n secton The approach conssts of three summands that can be dfferentated separately. Conclusons: (see secton 4.5.) 51

58 4 Propertes of water Heat capacty of water wth dssolved CO Source: - Formulaton: CO h h CO h CO H O CO CO H O c ( 1 X H O) X H O X ( 4.59 ) H O T T T c - heat capacty of water wth dssolved NaCl [kj/(kg K)] X - mass fracton of CO [-] CO H O h - enthalpy of pure water [kj/kg] (q.v. eq. ( 4.36)) H O h CO - enthalpy of pure CO [kj/kg] (q.v. eq. ( 5.5 )) CO h H O - enthalpy of dssoluton [kj/kg] (q.v. eq. ( 4.47 )) Comments: The heat capacty gven here s derved from the enthalpy ( 4.46 ) usng ( 4.53 ). Conclusons: Formulaton ( 4.59 ) s vald wthn the ranges ( 1.1 ) Heat capacty of water wth dssolved NaCl and CO Source: [ 4 ] Formulaton: Approach ( 4.53 ) usng eq. ( 4.48 ) can be used. Snce a specal formulaton would be very complex, the partal dervatve of eq. ( 4.48 ) wth respect to temperature s calculated numercally. Range of valdty: (see secton 4.5.3) Comments: - Conclusons: (see secton 4.5.3) 5

59 4 Propertes of water heat capacty [kj/(kg K)] p= 0.1 MPa,m= 0.0 mol/kg,xco= 0.0 [-] p= 0.1 MPa,m= 0.0 mol/kg,xco= 0.9 [-] p= 0.1 MPa,m= 6.0 mol/kg,xco= 0.0 [-] p= 0.1 MPa,m= 6.0 mol/kg,xco= 0.9 [-] p= 30.0 MPa,m= 0.0 mol/kg,xco= 0.0 [-] p= 30.0 MPa,m= 0.0 mol/kg,xco= 0.9 [-] p= 30.0 MPa,m= 6.0 mol/kg,xco= 0.0 [-] p= 30.0 MPa,m= 6.0 mol/kg,xco= 0.9 [-] temperature [ C] Fg. 4.4 Heat capacty of water wth dssolved NaCl and CO ; derved from [ 4 ]. 4.7 Solublty Solublty of NaCl n water Solublty of NaCl n lqud water Source: [ 33 ] cted n [ 9 ] Formulaton: L NaCl water T T ( 4.60 ) 3 Solublty s essentally the rato of the mass of solute to the mass of solvent. However, solublty can be gven n dfferent unts lke [g/100g solvent], [kg/kg], [mol/mol], [mol/kg], etc.. 53

60 4 Propertes of water NaCl L water - solublty of NaCl n lqud water 4 [kg/kg] (q.v. eq. ( 4.61 )) T - temperature [ C] Converson to molalty: L NaCl water 1 L water NaCl NaCl L M water NaCl ( 4.61 ) NaCl L water - solublty of NaCl n lqud water [mol/kg] NaCl M - molecular weght of NaCl [kg/mol] (c.f. Appendx B) Range of valdty: temperature: 0 < T < 800 C clamed by [ 33 ] 0 < T < 400 C recommended by [ 9 ] 6.7 I:\projekte\co_ugs_rsks\rechnungen\eos\xmax-ho-nacl.lay max. salt concentraton [mol/kg] temperature [ C] 4 In order to dfferentate the phase state of H O the term water wll be used for lqud H O and vapour for a H O rch gasphase. 54

61 4 Propertes of water Fg. 4.5 Solublty of NaCl n water; after [ 33 ]. Comments: Tabulated data also n [ 31 ]. Conclusons: Eq. ( 4.60 ) s a relable formulaton wthn the ranges ( 1.1 ) Solublty of NaCl n water vapour Source: [ 1 ] Formulaton : L 0 ( 4.6 ) NaCl vapour NaCl L vapour - solublty of NaCl n water vapour [mol/kg] Comments: The concentraton of salt n water vapour amounts to mol percent at 350 C [ 1 ]. Wthn the temperature range ( 1.1 ) t s even lower. Conclusons: Solublty of NaCl n water vapour s neglgble wthn the ranges ( 1.1 ) Solublty of CO n water Source: [ 41 ] Formulaton: ˆ CO H O LH O p B L ( ) CO 1 ˆ ( 4.63 ) L - Solublty of CO n pure water [mol/mol] ˆCO H O( p) ˆ - Solublty of H O n CO -phase [mol/mol] (q.v. eq. ( 4.65 )) H O LCO B - constant (q.v. eq. ( 4.69 )) 55

62 4 Propertes of water Converson of solublty L to molalty: ˆCO H O L Lˆ CO CO H O( p) ˆ H O( p) H O( p) CO H O 1 L M ( 4.64 ) L - Solublty of CO n pure water [mol/kg] CO H O( p) H O M - molecular weght of H O [kg/mol] (c.f. Appendx B) ˆ L H O CO 1 B 1 B A ( 4.65 ) A,B - ansatz functons (q.v. eq. ( 4.67 )) Converson of solublty ˆ to molalty: H O LCO L H O H O CO ˆ CO L - Solublty of H O n the CO -phase [mol/kg] CO H O Lˆ ( 4.66 ) CO H O CO 1 L M CO M - molecular weght of CO [kg/mol] (c.f. 0) K A H O 0 H O e p H p p V O 0 RT ( 4.67 ) H O K 0 - equlbrum constant [bar], (q.v. eq. ( 4.68)) H O - fugacty coeffcent for water [-] (q.v. eq. ( 4.71 )) p - total pressure [bar] p - reference pressure [bar], here: p 1bar 0 H O V - partal molar volume of CO n water at nfnte soluton [cm³/mol] (c.f. Appendx B) T - temperature [K] R - unversal gas constant [(bar cm³)/(k mol)] 0 56

63 4 Propertes of water K0 et H O 3 4 a bt ct dt ( 4.68 ) a,b,c,d,e - constants (c.f. Appendx B) CO p B K CO 0 e CO p p V 0 RT ( 4.69 ) CO - fugacty coeffcent for carbon doxde [-] (q.v. eq. ( 4.71 )) CO K - equlbrum constant [bar], (q.v. eq. ( 4.70 )) 0 V CO - partal molar volume of CO n water at nfnte soluton [cm³/mol] (c.f. Appendx B) K CO 0 a bt ( 4.70 ) ct a,b,c - constants (c.f. Appendx B) k ln V ln V b a RT mx bk b mx 1.5 mx bk V b mx V b ln V mx n xco a RT bmx bmx V b mx k V b ln V mx pv ln RT for k=co : ( 4.71 ) ln CO V ln V b x a amxb 1.5 RT b mx CO mx bco V b x H O CO H OCO 1.5 RT bmx V b ln V mx CO CO mx a CO V b ln V bmx V b mx mx pv ln RT 57

64 4 Propertes of water for k= H O: ln H O V ln V b x CO CO a amxbh 1.5 RT b O mx mx bh V b x H OCO 1.5 RT bmx V b ln V O mx H O CO mx a H O V b ln V bmx V b mx mx pv ln RT k - fugacty coeffcent of component k n mxtures wth other components [-] V - partal molar volume of the gas phase [cm³/mol] (q.v. eq. ( 4.75 )) a - measure for attractve molecular force of component [bar cm 6 K 0.5 mol - ]; (q.v. eq. ( 4.74 )) b k - measure for molecular sze of component k [cm³/mol] (c.f. Appendx B) a mx - constant a for mxtures [bar cm 6 K 0.5 mol - ] (q.v. eq. ( 4.7 )) b mx - constant b for mxtures [cm³/mol] (q.v. eq. ( 4.73 )) xco - mole fracton of component n the CO -phase [-] a k - measure for attractve molecular force of components and k [bar cm 6 K 0.5 mol - ] (c.f. Appendx B) n - number of nvolved components [-] - ndex standng for H O and CO a mx H O H O CO CO xco a H O xco x CO a H O CO x CO a CO ( 4.7 ) b mx x b x b H O CO CO H O CO CO ( 4.73 ) 4 a CO T ( H O s not requred) a ( 4.74 ) 3 RT RTb a ab V V V b ( 4.75 ) p p pt pt 58

65 4 Propertes of water Eq. ( 4.75 ) can yeld more than one soluton for the Volume V for a gven subcrtcal state expressed n temperature T and pressure p. Maxmum root depcts the volume V gas of a gas phase, mnmum root the volume V lqud of a lqud phase. Whch phase state s actually stable can be decded from the crterum c 0 stable gas phase c 0 two-phase state ( 4.76 ) c 0 stable lqud state c - crterum for a stable subcrtcal phase state [-] (q.v. eq. ( 4.77 )) c w w 1 ( 4.77 ) w 1, w - work expressons (q.v. eq.s ( 4.78 ) and ( 4.79 )) w1 p V gas V lqud ( 4.78 ) V gas - partal molar volume of the gas phase [cm³/mol] V lqud - partal molar volume of the lqud phase [cm³/mol] V gas b Vlqud Vlqud b Vgas V gas b a w RT ln ln 0. 5 ( 4.79 ) Vlqud b T b Range of valdty: temperature: 1 C < T < 100 C pressure: 0 MPa < p < 60 MPa 59

66 4 Propertes of water 3 I:\projekte\co_ugs_rsks\rechnungen\eos\l-ho-sp.lay.5 p= 0.1 MPa p=10mpa p=30mpa solublty [mol/kg] temperature [ C] Fg. 4.6 Solublty of CO n pure water; after [ 41 ]. Comments: Henry s law consttutes a smple lnear relaton between the mole fracton of dssolved gas n a soluton and the partal pressure of ths gas over the soluton: x p x K ( 4.80 ) CO CO CO CO H O CO H H O CO The proportonalty factor K n ths equaton s called Henry s constant. It s rather H H O accurate for strongly dluted deal solutons and deal gases at constant temperature and pressures up to 10 MPa. Apparently, ths approach s not approprate n the context of CO -sequestraton because of varyng temperature and rather hgh pressures. Addtonally, the dssolved substance s not allowed to react wth the solvent as n the case of carbon doxde that partly becomes carbonc acd n water. Henry s law must therefore be substtuted by a more accurate relaton. Conclusons: Eq. ( 4.63 ) s a relable formulaton wthn the ranges ( 1.1 ). 60

67 4 Propertes of water Solublty of CO n water wth dssolved NaCl Source: [ 14 ], [ 40 ] Formulaton after [ 14 ]: L ln CO vapour CO mh O p RT 1(0) CO ln CO CO Na m Na water CO NaCl m Na water m Cl water ( 4.81 ) CO L vapour - solublty of CO n the vapour phase [mol/kg] p - total pressure [bar] CO m - molalty of CO n the water-phase [mol/kg] H O 1(0) CO - chemcal potental 1(0) RT - ftted quantty [-] (q.v. eq. ( 4.8 )) CO CO - fugacty coeffcent for CO [-] CO Na - nteracton constant [kg/mol](q.v. eq. ( 4.8 )) - nteracton constant [(kg/mol)²] (q.v. eq. ( 4.8 )) CO NaCl m - molalty of Na the water-phase [mol/kg] Na H O m - molalty of Cl the water-phase [mol/kg] Cl H O c3 c5 ( quantty) c1 ct c4t c6 p c7 plnt c T 630 T p p c9 c10 c11t ln p 630 T 630 T 8 p T ( 4.8 ) quantty - stands for 1(0) CO RT, CO and Na CO NaCl c1 to c constants; dfferent constants for dfferent quanttes (c.f. Appendx B) T - temperature [K] 61

68 4 Propertes of water 6 Z - ansatz functon [-] (q.v. eq. ( 4.86 )) T r - reduced temperature [-] (q.v. eq. ( 4.84 )) V r - reduced volume [-] (q.v. eq. ( 4.85 )) a 1 to a 15 - constants (c.f. Appendx B) T c - crtcal temperature of CO [K] p r - reduced pressure [-] (q.v. eq. ( 4.87 )) ln 1 ln V r a r r r r r r r r r r r r r r e V a a a a T a V T a T a a V T a T a a V T a T a a V T a T a a Z Z ( 4.83 ) c r T T T ( 4.84 ) c c r p RT V ( 4.85 ) V r a r r r r r r r r r r r r r r r r r r e V a a V T a V T a T a a V T a T a a V T a T a a V T a T a a T p V Z ( 4.86 )

69 4 Propertes of water p pr ( 4.87 ) p c p c - crtcal pressure of CO [bar] Formulaton after [ 40 ]: CO CO L H O( p) LH O ( 4.88 ) * * - actvty coeffcent after [ 14 ] [-]; (q.v. eq. ( 4.90 )) L - solublty of CO n pure water [mol/kg]; (q.v. eq. ( 4.89 )) CO H O( p) L - solublty of CO n the water-phase [mol/kg] CO H O CO Converson of L to mole fracton: H O Lˆ CO H O 1 H O M L CO H O m NaCl H O L CO H O ( 4.89 ) L - solublty of CO n the water-phase [mol/mol]; (q.v. eq. ( 4.63 )) ˆCO H O H O M - molecular weght of H O [kg/mol] (c.f. Appendx B) m - molalty of NaCl n the water-phase [mol/kg] NaCl H O - stochometrc number of ons contaned n the dssolved salt [-]; n case of NaCl Na Na Cl CO Na m H O CO Na Cl m H O m H O * e ( 4.90 ) CO Na - nteracton constant [kg/mol] (q.v. eq. ( 4.8 )) - nteracton constant [(kg/mol)²] (q.v. eq. ( 4.8 )) CO NaCl m - molalty of Na the water-phase [mol/kg] Na H O m - molalty of Cl the water-phase [mol/kg] Cl H O 63

70 4 Propertes of water Range of valdty: [ 14 ]: [ 40 ] temperature: 0 C < T < 60 C 1 C < T < 100 C pressure: 0 MPa < p < 00 MPa 0 MPa < p < 60 MPa salnty: 0 mol/kg < m < 4.3 mol/kg 0 mol/kg < m < 6 mol/kg.5 solublty [mol/kg] temperature [ C] Fg. 4.7 Solublty of CO n NaCl-solutons; lne codng: lne thckness: thn lnes - after [ 14 ], thck lnes - after [ 40 ]; lne type: sold - p=0.1 MPa, dashed - 10 MPa, dotted - 30 MPa; lne colour: blue - NaCl mh O = 0 mol/kg, green - 3 mol/kg, red - 6 mol/kg. Comments: V r n eq. ( 4.86 ) s to be solved teratvely befor Z can be calculated. was set to zero bevor fttng parameters were calculated. CO Na Whle components of a gas mxture do not nfluence each other wth respect to solublty, the solublty of gases n NaCl-solutons depends strongly on the salt concentraton [ 10 ]. 64

71 4 Propertes of water The relaton derved n [ 14 ] s ftted to an extensve lot of solublty experments. Snce t ncludes the salnty of the water phase t s presently one of the best adapted and most general formulatons. However, they provde only solublty of CO n aqueous salt solutons but not solublty of water n CO. The formulatons n [ 14 ] ncludes an teratve calculaton of constant V r. [ 17 ] and [ 40 ] state that calculatng the teratve soluton requres too much computatonal tme. On the other hand, [ 40 ] seems to prefer another formulaton for the actvty coeffcent x that s apparently of smlar accuracy as the approach of [ 14 ] but requres an teratve procedure as well. Whle [ 14 ] clams that ther formulatons are accurate up to 4.3 mol/kg NaCl, [ 40 ] attests even a suffcent accuracy up to 6 mol/kg NaCl f pressure and temperature are restrcted to a range typcal for CO -sequestraton. Conclusons: Eqs. ( 4.81 ) and ( 4.88 ) are relable formulatons wthn the ranges ( 1.1 ) up to 6 mol/kg NaCl. 4.8 Dffusvty Sources: data: [ 8 ], [ 11 ] formulaton: present report Formulaton: CO CO m D H O T ( 4.91 ) D - Dffuson coeffcent of CO n water [m²/s] CO H O T - Temperature [ C] m - molalty of CO n the water-phase [mol/kg] CO H O L - solublty of CO n the water-phase [mol/kg] (q.v. eq. ( 4.64 )) CO H O H O T 100 T 1 0. CO LH O Range of valdty: temperature: 0 C < T < 100 C 65

72 4 Propertes of water pressure: 0 MPa < p < 100 MPa dffuson coeffcent [m²/s] 1E-08 8E-09 6E-09 4E-09 E-09 source 363b *) source 391 *) source 391 *) source 391 *) source 336 *) source 46 *) source 391 *) source 398 *) source 333 *) [ 8 ] source 393 *) *) n ad-hoc approach temperature [ C] Fg. 4.8 Self-dffusvty of H O (probably at atmospherc pressure); data from [ 8 ]. dffuson coeffcent [m²/s] 1E-08 8E-09 6E-09 4E-09 E-09 H O-CO ; source 373a *) H O-CO ; source 374a *) H O-CO ; source 38a *) H O-CO ; source 38a *) H O-CO ; source 40a *) H O-CO ; varous sources *) H O-CO ; source 379a *) *) n [ 8 ] ad-hoc approach temperature [ C] Fg. 4.9 Dffusvty of CO n H O for dfferent temperatures; data from [ 8 ]. 66

73 4 Propertes of water dffuson coeffcent [m²/s] 1E-08 8E-09 6E-09 4E-09 E-09 T= 10 C T= 5 C T= 45 C T= 50 C pressure [MPa] Fg Self-dffusvty of H O dependng on pressure; data from [ 8 ], [ 11 ]. dffuson coeffcent [m²/s] E E E E-09 1.E-09 H O-NaCl; T=15 C; source 350 *) H O-NaCl; T=18.5 C; source 43 *) H O-NaCl; T=5 C; source 385 *) H O-NaCl; T=5 C; sources 57,58 *) H O-NaCl; T=5 C; source 370a *) *) n [ 8 ] 1E salnty [mol/l] Fg Dffusvty of NaCl n H O for dfferent temperatures; data from [ 8 ]. 67

74 4 Propertes of water Comments: We are not aware of any formulatons for the dffusvty n H O as a functon of temperature, pressure and/or salnty. However, a good complaton of measured data exsts. The formulaton presented above s an ad hoc approach based on the data of [ 8 ] and [ 11 ] to provde a frst approxmaton. Dffusvty of water s apparently nether sgnfcantly dependent on pressure nor on salnty n the ranges ( 1.1 ) (c.f. Fg and Fg. 4.31). Temperature, however, changes the dffuson coeffcent consderably. The coeffcent of self-dffuson s dstnctly lowered by dssolved CO. Conclusons: A rough estmate for the dffusvty n water can be concluded from the data. However, there s no data concernng the pressure-dependency of the dffuson of NaCl or CO n water or CO n brne. 68

75 5 Propertes of carbon doxde 5.1 Vapour pressure Vapour pressure of pure CO Source: [ 39 ] Formulaton: p s Tc ln p c T 4 1 a 1 T T c t ( 5.1 ) p s - vapour pressure of carbon doxde [Pa] T - temperature [K] p c - vapour pressure of CO at the crtcal pont [Pa] (c.f. Appendx B) T c - temperature of CO at the crtcal pont [K] (c.f. Appendx B) a, t - parameters (c.f. Appendx B) Range of valdty: temperature: 10 K < T < T c Comments: - Conclusons: Eq. ( 5.1 ) s a relable formulaton wthn the ranges ( 1.1 ) up to the crtcal temperature. 69

76 5 Propertes of carbon doxde 8 vapour saturaton pressure[mpa] temperature [ C] Fg. 5.1 Vapour saturaton pressure of CO [kg/m³]; after [ 39 ] Vapour pressure of CO wth dssolved H O Source: - Comments: We are not aware of formulatons concernng the vapour pressure CO of wth dssolved H O. 5. Helmholtz energy for CO 5..1 Approach Several thermodynamc propertes can be derved from the dmensonless Helmholtz energy. An elaborate formulaton s provded by [ 39 ]. 70

77 5 Propertes of carbon doxde A ( 5. ) R T CO A - specfc Helmholtz energy [J/kg] - dmensonless Hemholtz energy [-] R CO - specfc gas constant for CO [J/(kg K)] (c.f. Appendx B) T - temperature [K] r 0 ( 5.3 ) 0 - dmensonless Helmholtz energy from deal gas behavour [-] (q.v. eq. ( 5.4 )) r - dmensonless Helmholtz energy from resdual flud behavour [-] (q.v. eq. ( 5.7 )) a1 a a3 ln a ln1 exp 0 ln ( 5.4 ) 4 a 0, 0 - parameters (c.f. Appendx B) - standardsed densty [-] (c.f. eq. ( 5.5 )) - nverse standardsed temperature [-] (c.f. eq. ( 5.6 )) ( 5.5 ) c - densty of carbon doxde [kg/m³] c - densty of CO at the crtcal pont [kg/m³] (c.f. Appendx B) T c ( 5.6 ) T c - temperature at the crtcal pont [K] (c.f. Appendx B) 71

78 5 Propertes of carbon doxde r d t d t c d t n n e n e 4 b n ( 5.7 ) b, c, d, n, t,,,, - parameters of Helmholtz energy (c.f. Appendx B) - dstance functon (q.v. eq. ( 5.8 )) - exponental functon (q.v. eq. ( 5.10 )) a B 1 ( 5.8 ) a, A, B - parameters of Helmholtz energy (c.f. Appendx B) - auxlary functon (q.v. eq. ( 5.9 )) 1 1 A 1 ( 5.9 ) C 1 1 D e ( 5.10 ) C, D - parameters of Helmholtz energy (c.f. Appendx B) 5.. Dervatves In [ 39 ] the wrtng conventon x x y wth x, and y, ( 5.11 ) - dmensonless Helmholtz energy [-] (q.v. eq. ( 5.3 )) - nverse standardsed temperature [-] (c.f. eq. ( 5.6 )) - standardsed densty [-] (c.f. eq. ( 5.5 )) s used. In the followng, several dervatves of the dmensonless Helmholtz energy are gven that wll be used n subsequent sectons. 7

79 5 Propertes of carbon doxde 73 Dervatve 0 a 0, 0 - constants (c.f. Appendx B) Dervatve r a, b, c, d, n, t,,,,, A, B, C, D - parameters of Helmholtz energy (c.f. Appendx B) - dstance functon (q.v. eq. ( 5.8 )) - exponental functon (q.v. eq. ( 5.10 )) b - auxlary functon (q.v. eq. ( 5.15 )) - auxlary functon (q.v. eq. ( 5.16 )) e a a a ( 5.1 ) e e a a ( 5.13 ) b b t d c t d t d r c n d e n c d n e n d ( 5.14 ) a b b B a A b ( 5.15 ) 1 C ( 5.16 )

80 5 Propertes of carbon doxde 74 Dervatve r b - auxlary functon (q.v. eq. ( 5.18 )) - auxlary functon (q.v. eq. ( 5.0 )) - auxlary functon (q.v. eq. ( 5.19 )) b b b d d d d t c c c t d t d r c n d d d e n c c d c d n e d n d ( 5.17 ) 1 1 b b b b b ( 5.18 ) a a B A ( 5.19 ) C C 1 1 ( 5.0 )

81 5 Propertes of carbon doxde 75 Dervatve r b - auxlary functon (q.v. eq. ( 5. )) - auxlary functon (q.v. eq. ( 5.3 )) Dervatve r b - auxlary functon (q.v. eq. ( 5.5 )) b b t d t d t d r c n t e n e n t n t ( 5.1 ) 1 b b b ( 5. ) 1 D ( 5.3 ) b b b t d t d t d r c n t t e n e t n t t n t ( 5.4 )

82 5 Propertes of carbon doxde 76 - auxlary functon (q.v. eq. ( 5.6 )) Dervatve r b - auxlary functon (q.v. eq. ( 5.8 )) - auxlary functon (q.v. eq. ( 5.9 )) b b b b b b ( 5.5 ) D D 1 1 ( 5.6 ) b b b b t d c t d t d r c n t d e n c d t n e n d t ( 5.7 ) b b b b b Ab ( 5.8 ) D C ( 5.9 )

83 5 Propertes of carbon doxde 5.3 Densty Densty of pure CO Source: [ 39 ] Formulaton: p R T CO r 1 ( 5.30 ) p - pressure of the carbon doxde [Pa] - densty of carbon doxde [kg/m³] R CO - specfc gas constant for CO [J/(kg K)] (c.f. Appendx B) T - temperature [K] - standardsed densty [-] (c.f. eq. ( 5.5 )) r - partal dervatve of the Helmholtz energy (q.v. eq. ( 5.14 )) Range of valdty: temperature: pressure: 16 K < T < 1100 K 0 MPa < p < 800 MPa Comments: Pressure - usually a prmary varable n a numercal scheme - s replaced by the densty. Unfortunately, [ 39 ] does not provde an equaton for the back calculaton of the densty as a functon of temperature and pressure. The same problems are apparently encountered n [ 17 ] when t comes to applcaton n a numercal model. There, the problem s solved by calculatng the densty of CO at dscrete ponts n the p- T-doman and lnear nterpolaton durng run tme of the program. An teratve scheme to calculate the densty from temperature and pressure s descrbed n Appendx B. Conclusons: Eq. ( 5.30 ) s a relable formulaton wthn the ranges ( 1.1 ). 77

84 5 Propertes of carbon doxde pressure[mpa] = 50. kg/m³ =100.kg/m³ =150.kg/m³ =00.kg/m³ =50.kg/m³ =300.kg/m³ =350.kg/m³ =400.kg/m³ =450.kg/m³ =500.kg/m³ =550.kg/m³ =600.kg/m³ =650.kg/m³ =700.kg/m³ =750.kg/m³ =800.kg/m³ =850.kg/m³ =900.kg/m³ =950.kg/m³ =1000. kg/m³ two-phase doman temperature [ C] Fg. 5. Densty of CO ; after [ 39 ] Densty of CO wth H O Densty of gaseous CO Source: e.g. [ 17 ] Formulaton: CO H O CO CO CO ( 5.31 ) CO - densty of gaseous carbon doxde [kg/m³] - partal densty of carbon doxde n the gas phase [kg/m³] CO CO - partal densty of water vapour n the gas phase [kg/m³] H O CO Range of valdty: temperature: K T K pressure: 0 MPa < p < p s (T,m); p s - vapour pressure of CO 78

85 5 Propertes of carbon doxde Comments: In case of a gaseous CO -phase coexstng wth a lqud water phase equlbrum of the water vapour n the gaseous CO -phase and the lqud water s assumed. The partal pressure of water vapour equals the vapour saturaton pressure whch s dscussed n secton for pure water and n secton 4.1. for water wth dssolved NaCl. The partal densty of water vapour can be calculated wth the help of formulaton ( 4.17 ) usng the approprate partal pressure of water vapour. The densty of the gas mxture can fnally be calculated as the sum of the partal gas denstes. Conclusons: Eq. ( 5.31 ) s a relable formulaton wthn the ranges ( 1.1 ) Densty of lqud CO Source: [ 4 ], [ 17 ] Comments: [ 4 ] and [ 17 ] assume that soluton of water n lqud carbon doxde can be descrbed lke an evaporaton process. Ths leads to the same relaton as n secton , agan wth the addtonal assumpton that the pressure of dssolved water equals the vapour saturaton pressure. Conlusons: Apparently, very lttle s known about the relaton between CO -densty and the amount of dssolved water n the CO -domnated phase. 5.4 Vscosty Vscosty of pure CO Source: [ 15 ], [ 46 ] Formulaton: 0 ( 5.3 ) c - vscosty of carbon doxde [µpa s] - vscosty n the zero-densty lmt [µpa s] (q.v. eq. ( 5.33 )) 79

86 5 Propertes of carbon doxde - excess vscosty [µpa s] (q.v. eq. ( 5.36 )) c - crtcal enhancement n the vcnty of the crtcal pont [µpa s] T ( 5.33 ) 0 * * - reduced effectve cross-secton (q.v. eq. ( 5.34)) T - Temperature [K] 4 0 * * ln a ln T ( 5.34 ) T* - reduced Temperature [K] (q.v. eq. ( 5.35)) a - constants (c.f. Appendx B) * T T ( 5.35 ) d d d11 d1 d ( 5.36 ) * 3 81 * T T d j - constants (c.f. Appendx B) - densty of carbon doxde [kg/m³] c 4 1 e ( 5.37 ) e - constants (c.f. Appendx B) Range of valdty: temperature: 00 K < T < 1500 K pressure: p< 300 MPa for T < 1000 K densty: < 1400 kg/m³ 80

87 5 Propertes of carbon doxde Accuracy s ±0.3% for the vscosty of dlute gas near room temperature and ±5% at the hghest pressures. vscosty [Pa s] p= 0.1 MPa p= 1. MPa p=. MPa p= 3. MPa p= 4. MPa p= 5. MPa p= 6. MPa p= 7. MPa p= 8. MPa p= 9. MPa p= 10. MPa p= 0. MPa p= 30. MPa 5E temperature [ C] Fg. 5.3 Vscosty of CO ; after [ 15 ]. Comments: The thrd summand of eq. ( 5.3 ) s effectve only n the vcnty of the crtcal pont. Vcnty s defned n [ 15 ] by 300 K < T < 310 K and 300 kg/m³ < < 600 kg/m³. In ths range the quotent c / exceeds 1%. c s not gven n [ 15 ] but the authors refer to [ 46 ] for formulaton ( 5.37 ). Values of the vscosty at specfed temperatures, pressures and denstes are gven n [ 15 ] as well and can be found under n Appendx B. An addtonal backup for the formulatons from [ 15 ] comes from [ 17 ]. The correlatons from [ 15 ] are compared wth an approach from [ 1 ] whch yelds a maxmum dfference of less than %. Conclusons: Eq. ( 5.3 ) s a relable formulaton wthn the ranges ( 1.1 ). 81

88 5 Propertes of carbon doxde 5.4. Vscosty of CO wth H O Vscosty of gaseous CO Source: [ 4 ] Formulaton: ( 5.38 ) g CO CO H O H O X g g X g g g - vscosty of the mxture of gaseous CO and water vapour [Pa s] CO g - vscosty of gaseous CO [Pa s] (q.v. eq. ( 5.3 )) HO g - vscosty of water vapour [Pa s] (q.v. eq. ( 4.5 )) CO X g - mass fracton of CO n the gas phase [-] HO X g - mass fracton of water vapour n the gas phase [-] Range of valdty: pressure: H O H O pg psat Comments: At sngle gas phase condtons the vscosty of a mxture of water vapour and carbon doxde s assumed to be mass proportonal. Conclusons: Apparently, no measurements are known to confrm approach ( 5.38 ) Vscosty of lqud CO Comments: At the tme we are not aware of formulatons descrbng the vscosty of lqud carbon doxde wth dssolved H O. A frst approxmaton may be to neglect the nfluence of the dssolved water on the lqud CO on account of the low solublty of water n carbon doxde. Conclusons: Apparently, no measurements are known to back up the suggested approach. 8

89 5 Propertes of carbon doxde 5.5 Thermal conductvty Thermal conductvty of pure CO Source: [ 46 ] ncludng modfcatons from [ 38 ] Formulaton 0 ( 5.39 ) c - thermal conductvty [W/(m K)] - thermal conductvty of the deal gas wth neglgble densty [W/(m K)] (q.v. eq. ( 5.40 )) - correcton for the nfluence of densty [W/(m K)] (q.v. eq. ( 5.44 )) c - crtcal enhancement [W/(m K)] (q.v. eq. ( 5.45 )) * T 1 r 0 ( 5.40 ) 1000 T - temperature [K] r - ansatz functon (q.v. eq. ( 5.41 )) * - ansatz functon (q.v. eq. ( 5.4 )) T T r 1 e c ( 5.41 ) c - constants (c.f. Appendx B) 7 * b * ( 5.4 ) T 0 * T - normalsed temperature [-] (q.v. eq. ( 5.43 )) b - constants (c.f. Appendx B) 83

90 5 Propertes of carbon doxde * T T ( 5.43 ) d ( 5.44 ) d - constants (c.f. Appendx B) - densty [kg/m³] * R kt ~ ~ c c p 0 ( 5.45 ) 6 c p - sobarc heat capacty [J/(kg K)] (q.v. eq. ( 5.55 )) R* - constant; R*=1.01 [-] k -Boltzmann constant;k = [J/K] - Ludolph s number [-] - vscosty of carbon doxde [Pa s] (q.v. eq. ( 5.3 )) - correlaton length [m] (q.v. eq. ( 5.46 )) ~ - auxlary functon (q.v. eq. ( 5.50 )) ~ - auxlary functon (q.v. eq. ( 5.51 )) 0 ~ ( 5.46 ) reference length [m]; 0 = m ~ - auxlary functon [-] (q.v. eq. ( 5.47 )) - constant [-]; = constant [-]; = constant [-]; =

91 5 Propertes of carbon doxde Tr ~ ~ (, T ) ~ (, Tr ) T ( 5.47 ) ~ - symmetrsed compressblty [-] (q.v. eq. ( 5.49 )) T r - reference temperature [K] (q.v. eq. ( 5.48 )) T 1. 5 ( 5.48 ) r T c T c - crtcal temperature of CO [K] ~ p c ctc T p T ( 5.49 ) p c - crtcal pressure of CO [Pa] c - crtcal densty of CO [Pa] p - specally defned compressblty [kg / (m³ Pa)] (q.v. comments ) T ~ c p cv c arctan ~ ~ D cp cp v q q D ( 5.50 ) c v - sochorc heat capacty [J/(kg K)] (q.v. eq. ( 5.56 )) q ~ D - constant [m]; q ~ D =1/ /m 1 1 Dc ~ q~ D 3 e ( 5.51 ) q~ Range of valdty: temperature: pressure: densty: 00 K < T < 450 K 0 MPa < p < 100 MPa 5 kg/m³ < < 1000 kg/m³ 85

92 5 Propertes of carbon doxde thermal conductvty [W/(K m)] p= 0.1 MPa p= 1.0 MPa p= 3.0 MPa p= 4.0 MPa p= 5.0 MPa p= 6.0 MPa p= 7.0 MPa p= 8.0 MPa p= 9.0 MPa p= 10.0 MPa p= 15.0 MPa p= 0.0 MPa p= 5.0 MPa p= 30.0 MPa temperature [ C] Fg. 5.4 Thermal conductvty for CO as a functon of temperature; after [ 39 ]. Comments: As dscussed n the comments to secton referrng to the formulatons n [ 39 ], [ 13 ] does not provde an equaton for the back calculaton of the densty as a functon of temperature and pressure. In the framework of the formulatons presented here, Eq. ( 5.49 ) can therefore not provded exactly but only by means of teraton as descrbed n Appendx B and by calculatng the dervatve numercally. Conclusons: Eq. ( 5.39 ) s a relable formulaton wthn the ranges ( 1.1 ) Thermal conductvty of CO wth dssolved H O Comments: We are not aware of formulatons concernng the thermal conductvty of CO wth dssolved H O. 86

93 5 Propertes of carbon doxde 5.6 Enthalpy Enthalpy of pure CO Source: [ 39 ] Formulaton: R h T CO 1 0 r r ( 5.5 ) h - enthalpy of carbon doxde [J/kg] R CO - specfc gas constant for CO [J/(kg K)] (c.f. Appendx B) T - Temperature [K] - standardsed densty [-] (c.f. eq. ( 5.5 )) - nverse standardsed temperature [-] (c.f. eq. ( 5.6 )) 0, r r, - partal dervatves of the dmensonless Helmholtz energy, (c.f. eqs. ( 5.1 ), ( 5.1 ), ( 5.14 )) Range of valdty: temperature: pressure: 16 K < T < 1100 K 0 MPa < p < 800 MPa Comments: Formulaton ( 5.5 ) s vald over an exceptonal range of pressure and temperature. However, t s too complex to be used n a numercal code. Instead, nterpolaton of dscrete data s often used. Conclusons: Eq. ( 5.5 ) s a relable formulaton wthn the ranges ( 1.1 ). 87

94 5 Propertes of carbon doxde enthalpy [kj/kg] p= 0.1 MPa p= 1. MPa p= 5. MPa p= 10. MPa p= 0. MPa p= 30. MPa temperature [ C] Fg. 5.5 Enthalpy for CO as a functon of temperature; after [ 39 ] pressure [MPa] temperature [ C] Fg. 5.6 Enthalpy for CO as a functon of temperature and pressure; after [ 39 ]. 88

95 5 Propertes of carbon doxde 5.6. Enthalpy of CO wth water Enthalpy of gaseous CO wth water Source: [ 4 ] Formulaton: ( 5.53 ) CO CO H O H O h X CO h X CO h h - enthalpy of the mxture of gaseous CO and water vapour [J/kg] CO h - enthalpy of gaseous CO [J/kg] (q.v. eq.( 5.5 )) H O h - enthalpy of water vapour [J/kg] (q.v. eq.( 4.36 )) X - mass fracton of CO n the gas phase [-] CO CO H O X CO - mass fracton of water vapour n the gas phase [-] Comments: At sngle gas phase condtons the enthalpy of a mxture of water vapour and carbon doxde s assumed to be mass proportonal. Conclusons: Apparently, no measurements are known to back up approach ( 5.53 ) Enthalpy of lqud CO wth water Source: - Formulaton: ( 5.54 ) CO CO H O H O H O H O hco X CO h X CO h X CO h CO h - enthalpy of the mxture of lqud CO and water [J/kg] h CO - enthalpy of lqud CO [J/kg] (q.v. eq.( 5.5 )) h HO - enthalpy of lqud water [J/kg] (q.v. eq.( 4.36 )) X - mass fracton of CO n the lqud CO -phase [-] CO CO 89

96 5 Propertes of carbon doxde H O X CO H O hco - mass fracton of water n the lqud CO -phase [-] - enthalpy of dssoluton of water n lqud CO [J/kg] Comments: ( 5.54 ) s an analogon to ( 4.46 ), the enthalpy of water wth dssolved CO. At the tme we are not aware of formulatons descrbng the soluton enthalpy for water n CO. Conclusons: Even beng theoretcally correct formulaton ( 5.54 ) s not ready for use because of the mssng formulaton for the soluton enthalpy for water n CO. 5.7 Heat capacty Heat capacty of CO Source: [ 39 ] Formulaton: Isobarc heat capacty cp R r r 0 r 1 r 1 ( 5.55 ) r c p - sobarc heat capacty [J/(kg K)] R - specfc gas constant for CO [J/(kg K)] (c.f. Appendx B) - standardsed densty [-] (c.f. eq. ( 5.5 )) - nverse standardsed temperature [-] (c.f. eq. ( 5.6 )) 0, r, r, r r, - partal dervatves of the dmensonless Helmholtz energy, (c.f. eq.s ( 5.13 ), ( 5.4 ), ( 5.14 ), ( 5.17 ), ( 5.7 )) Isochorc heat capacty cv R 0 r ( 5.56 ) 90

97 5 Propertes of carbon doxde c v - sochorc heat capacty [J/(kg K)] sobarc heat capacty [kj/(kg K)] p= 0.1 MPa p= 10.0 MPa p= 0.0 MPa p= 30.0 MPa temperature [ C] Fg. 5.7 Isobarc heat capacty of CO ; after [ 39 ]. sochorc heat capacty [kj/(kg K)] p= 0.1 MPa p= 10.0 MPa p= 0.0 MPa p= 30.0 MPa temperature [ C] 91

98 5 Propertes of carbon doxde Fg. 5.8 Isochorc heat capacty of CO ; after [ 39 ]; other scale than Fg Comments: Formulaton ( 5.5 ) s vald over an exceptonal range of pressure and temperature. However, t s too complex to be used n a numercal code. Instead, nterpolaton of dscrete data s often used. Conclusons: Eq.s ( 5.55 ) and ( 5.56 ) are a relable formulatons wthn the ranges ( 1.1 ) Heat capacty of CO wth water Comments: We are not aware of formulatons concernng the heat capacty of CO wth dssolved H O. 5.8 Solublty Solublty of NaCl n CO Source: [ 4 ] Formulaton: NaCl L CO 0 ( 5.57 ) NaCl LCO - solublty of NaCl n water CO [kg/kg] Comments: For thermodynamc reasons every substance s soluable n an other substance at temperatures above 0 C [ 47 ]. For practcal purposes some of these solubltes are neglgbly small. Whle salt s well soluble n polar lquds lke water solublty n non-polar substances lke lqud carbon doxde s very low. Salt solublty n CO s thus commonly neglected as n [ 4 ]. Conclusons: Solublty of NaCl n CO s neglgble wthn the ranges ( 1.1 ). 9

99 5 Propertes of carbon doxde 5.8. Solublty of water n CO Source: [ 41 ] Formulaton: (q.v. eq. ( 4.65 )) Range of valdty: temperature: 1 C < T < 100 C pressure: 0 MPa < p < 60 MPa 1 I:\projekte\co_ugs_rsks\rechnungen\eos\l-co-ho-sp.lay 0.8 p= 0.1 MPa p=10mpa p=30mpa solublty [mol/kg] temperature [ C] Fg. 5.9 Solublty of water n CO ; after [ 41 ]. Comments: The solublty of water n CO s calculated as part of the formulaton ( 4.63 ) for the solublty of CO n water. Conclusons: Eq. ( 4.65 ) s a relable formulaton wthn the ranges ( 1.1 ) (see secton 4.7.). 93

100 5 Propertes of carbon doxde Solublty of water from a NaCl-soluton n CO Source: [ 40 ] Formulaton: ˆ L H O CO NaCl CO A LH O x H O 1 ˆ ( 5.58 ) ˆ - Solublty of H O n CO -phase [mol/mol] (q.v. eq. ( 5.60 )) H O LCO L - Solublty of CO n the water-phase [mol/mol] (q.v. eq. ( 4.89 )) ˆCO H O A - (q.v. eq. ( 4.67 )) x - mole fracton of NaCl n the water-phase [mol/mol] (q.v. eq. ( 5.59 ) ) NaCl H O m NaCl xh O m NaCl H O NaCl H O L CO H O ( 5.59 ) - stochometrc number of ons contaned n the dssolved salt [-]; NaCl H O n case of NaCl m - molalty of NaCl n the water-phase [mol/kg] L - Solublty of CO n the water-phase [mol/kg] (q.v. eq. ( 4.88 )) CO H O Converson of solublty L to molalty: ˆCO H O L Lˆ m CO NaCl CO H O H O H O ˆCO 1 LH O ( 5.60 ) L - Solublty of CO n the water-phase [mol/kg] CO H O Range of valdty: 94

101 5 Propertes of carbon doxde temperature: 1 C < T < 100 C pressure: 0 MPa < p < 60 MPa 10 3 /fsbraperm/a401/projekte/co_ugs_rsks/rechnungen/eos/l-co-ho-nacl-sp.lay p= 0.1 MPa, m= 0.0 mol/kg solublty [mol/kg] p= 0.1 MPa, m= 3.0 mol/kg p= 0.1 MPa, m= 6.0 mol/kg p=10.0 MPa, m= 0.0 mol/kg p=10.0 MPa, m= 3.0 mol/kg p=10.0 MPa, m= 6.0 mol/kg p=30.0 MPa, m= 0.0 mol/kg p=30.0 MPa, m= 3.0 mol/kg p=30.0 MPa, m= 6.0 mol/kg temperature [ C] Fg Solublty of water from a NaCl-soluton n CO, after [ 40 ], p=0.1 MPa (sold lnes), 10 MPa (dashed lnes) and 30 MPa (dotted lnes); NaCl mh O = 0 mol/kg (blue lnes), 3 mol/kg (green lnes), 6 mol/kg (red lnes). Comments: (see secton 4.7.3) Conclusons: (see secton 4.7.3) 5.9 Dffusvty Source: [ 8 ] Formulaton: - Comments: We are not aware of a formulaton for the self-dffusvty of CO as a functon of temperature and pressure. However, a good complaton of measured data exsts. 95

102 5 Propertes of carbon doxde Apparently, the values for self-dffusvty of supercrtcal CO le between the values for gaseous and lqud CO n the ranges ( 1.1 ). dffuson coeffcent [m²/s] g g g crtcal pressure g g g ggg gg g gg gg g gg gg g ggss g g s s gggsssss s s s s sss s l l ss s l g g g s g s crtcal pressure T= 5 C lqud T= 5 C gas T= 3 C gas T= 50 C gas T= 50 C supercrtcal T= 75 C gas T= 75 C supercrtcal l s l s l s l s ll pressure [MPa] Fg Self-dffusvty of CO for dfferent temperatures and phase states; data from [ 8 ]. More approprate would have been data on dffusvty of water n CO. Snce we haven t found such data self-dffusvty ndcates at least the order of magntude for ths value. Conclusons: Only a rough estmate for the dffuson coeffcent of water n supercrtcal CO can be provded. 96

103 6 Propertes of sodum chlorde 6.1 Densty of NaCl Generally, the NaCl densty s dependng on pressure and temperature: ( p, T ) ( 6.1 ) p T - densty of sodum chlorde[kg/m³] - pressure [Pa] - temperature [K] However, the densty of NaCl s only rarely consdered (e.g. [ 34 ]). Densty of sold NaCl changes only n the range of tenths of percent wth temperatures between 0 C and 100 C as shown n Fg Due to the hgh Young modulo of at least 10 GPa for rock salt the same apples to the dependency on pressure. A constant value of = 165 kg/m³ appears therefore adequate n case of the CO -sequestraton. Fg. 6.1 Temperature-dependent densty of rock salt; from [ 6 ], cted n [ 51 ]. 97

104 6 Propertes of sodum chlorde 6. Enthalpy of NaCl Source: [ 30 ], [ 1 ] Formulaton: from [ 30 ]: h T T T ( 6. ) from [ 1 ]: T 6.77 T h / T / T 4 / ( 6.3 ) h T - enthalpy of pure NaCl [kj/kg] - temperature [ C] Range of valdty s not specfed, but secondary lterature gves hnts: temperature: 0 C < T < 350 C salnty: 0 to full NaCl saturaton (as n the tabulated data from [ 1 ]) Comments: In comparson the correlaton for the enthalpy of salt h looks wrong. Followng eq. ( 6. ) the enthalpy of pure salt actually decreases wth temperature whch t shouldn t do. The formulaton from [ 1 ] shows nstead an ncreasng enthalpy that s n the order of the values from the formulaton from [ 30 ]. Whle several typos n [ 30 ] are corrected n [ 0 ] ths has not been reported. Conclusons: Formulaton ( 6.3 ) s vald wthn the ranges ( 1.1 ). 98

105 6 Propertes of sodum chlorde enthalpy [kj/kg] 0-50 enthalpy after enthalpy after [ 1 ] [ 30 ] temperature [ C] Fg. 6. Enthalpy of NaCl; after [ 30 ] and [ 1 ]. 6.3 Heat capacty of NaCl Source: usng [ 1 ] from secton 6. 3 hnacl T T T c ( 6.4 ) T Formulaton: c - heat capacty of NaCl [kj/(kg K)] h NaCl - enthalpy of pure salt [kj/kg] (q.v. eq. ( 6.3 )) T - temperature [ C] Range of valdty: (see secton 4.5.) 99

106 6 Propertes of sodum chlorde Comments: Heat capacty can be derved from the enthalpy as the partal dervatve wth respect to temperature (c.f. secton 4.6). Here, the formulaton of the NaCl-enthalpy from [ 1 ] s used. Conclusons: (see secton 4.5.) 0.9 heat capacty [kj/(kg K)] temperature [ C] Fg. 6.3 Heat capacty of NaCl; derved from [ 1 ]. 100

107 7 Phase state 7.1 Phase dagram for pure substances The state of a substance or the phase n whch t resdes can be charactersed by three state varables: pressure p, temperature t and volume V. State means here not only the three basc states of aggregaton sold, lqud and gaseous but also the coexstng states lke sold-lqud or lqud-gaseous. Each combnaton of the state varables s related to a specfc state. But only two of the three state varables are ndependent from each other. A plot of all possble states n a three-dmensonal p-v-t-dagram yelds thus a complex area wth a specal property: projectons of ths area along each axs yeld a dagram of two ndependent state varables (p-t, p-v or T-V), n whch the phase state s unquely defned. The two- or three-dmensonal drawngs are called phase dagrams. Two examples for a 3-D phase dagram of a pure substance are gven n Fg Dagram a) from [ 4 ] vsualses most clearly the three-dmensonal plane n the p-v-t-coordnate system whle dagram b) from [ 6 ] ponts out the three possble projectons on the p-t-, p-v- or T-V-plane, respectvely, whch helps greatly to understand these otherwse hardly comprehensble plots. In the p-t-dagram of Fg. 7.1 a) some parts of the three-dmensonal plane are just seen as lnes due to the projecton along the V-axs. These lnes represent states of two coexstng phases. Fg. 7. shows a p-t-dagram for carbon doxde, n whch the lnes are drawn n colour. Two characterstc states are hghlghted as well: the trple pont at whch even three phases coexst and the crtcal pont at the end of the red vapour pressure curve. 101

108 7 Phase state a) Schmelzgebet - meltng regon Naßdampfgebet - wet steam regon Sublmatonsgebet - sublmaton regon Schmelzdruckkurve - meltng pressure curve Sublmatonskurve - sublmaton curve Dampfdruckkurve - vapour pressure curve Flüssgket - lqud Gas - gas Sl melt lne El soldfcaton lne Vl evaporaton lne Kl condensaton lne Tl trpel lne tr trpel pont kr crtcal pont b) Fg. 7.1 Phase dagrams of a pure substance, a) after [ 4 ] and b) from [ 6 ]. 10

109 7 Phase state Fg. 7. p-t-dagram for carbon doxde; from [ 17 ]. The crtcal pont of a substance can be reached owng to pressure ncrease n the gas phase as well as owng to temperature ncrease n the lqud phase. At the crtcal pont the dfference between densty of the lqud and densty of the gas vanshes. Increase of temperature or pressure beyond ths pont means change nto the supercrtcal state where the dstncton between lqud and gas cease to exst. The supercrtcal state s often descrbed as a state n whch gas cannot be lquefed by any pressure ncrease. Pressure, temperature and densty at the crtcal pont for water and carbon doxde are compled n Tab Tab. 7.1 Values of the state varables for CO and H O at the crtcal pont. temperature [ C/K] pressure [Mpa] densty [kg/m³] water 374,15 / 647,3,1 317 carbon doxde 31,04 / 304, 7,38 468,16 The supercrtcal state can be reached ether from the lqud phase or from the gaseous phase. The transton s contnuous as shown for carbon doxde n Fg. 5., Fg. 5.3 and 103

110 7 Phase state Fg. 5.6 wth respect to densty, vscosty and enthalpy. Therefore the supercrtcal state s not clearly defned n a phase dagram and does not consttute an own phase. Ths means that, curously, a lqud can be transformed n to a gas wthout an actual phase change. However, n the lterature the boundary to the supercrtcal state s often assumed to concde wth parallels to the axes n a p-t-dagram startng at the crtcal pont (e.g. Fg. 7.). Ths approach s adopted n the followng. 7. Phase dagram for mxtures of H O and CO Phase dagrams exst for mxtures of two substances or components, too, only an addtonal state varable x s requred that defnes the mass fractons of the components. In ths case three state varables are ndependent from each other so that a graphcal representaton of the phase states of a bnary mxture has to be truly three-dmensonal. Other than n the p-v-t-dagram for a pure substance where only a complcated area s constructed n space, every pont n a p-t-x-space s defned. The effort to comple the data and to plot a comprehensble dagram n space s consderable. One of the very few three-dmensonal phase dagrams for a H O-CO - mxture s provded by [ 43 ] and shown n Fg Accordng to [ 43 ] the dagram s dstorted, though, to underlne certan propertes of the H O-CO -mxture: The spatal three-phase zone marked n yellow s strongly magnfed n Fg In contrast to realty the crtcal pressure of water has about the same value as carbon doxde. The temperature axs s not to scale and compresses the supercrtcal zone between the three-phase zone and the crtcal temperature for water. The temperature n Fg. 7.3 les between 0 C and 370 C, the pressure s gven up to 350 MPa. The bold lnes represent the vapour pressure curves of the pure components whch end n the crtcal ponts C HO and C CO, respectvely. The fne lnes represent sotherms. The crtcal curves connectng the crtcal pont of the respectve component wth horzontal tangents of the sotherms are drawn as dashed lnes. The crtcal curves do not le n planes but are curved n space. For the more volatle component the crtcal curve s often called lower crtcal curve LC. LCEP marks the lower crtcal end pont. 104

111 7 Phase state The orgnal fgure n [ 43 ] s only a lne drawng whch s not easy to nterpret. Therefore some characterstc areas representng dfferent phase states have been coloured n the present fgure. But not every phase state has been ponted out n Fg Ths becomes apparent by lookng at the red marked area more closely. For hgh temperatures and pressures t represents a state where water does not exst as a separate phase but s totally dssolved n the supercrtcal CO. But f the pressure s lowered below the vapour pressure of the water, water vapour evolves and changes the sngle-phase carbon doxde nto a bnary gas mxture. Ths phase change s not dsplayed n Fg. 7.3 but ndcated by fadng from red to cyan. Fg. 7.3 Phase dagram for a HO-CO mxture, not to scale; from [ 43 ]. Selected areas are coloured to mprove understandng. The colour codng used n Fg. 7.3 s appled for Fg. 7.4, Fg. 7.5 and Fg. 7.6, too. Fg. 7.4 shows two cross-sectons n the p-t-plane. Unfortunately, the mass fracton x s not gven n ether case. The temperature range apparently exceeds the range covered n Fg Below 10 C to 1 C the dagrams show whte areas where a CO-hydratrate phase forms. Included s even the temperature range where ce s formed. In order to avod problems arsng from hydrate formaton [ 41 ] choses 1 C to be a lower temperature boundary for developng formulatons for mutual solubltes of water and carbon doxde. 105

112 7 Phase state Fg. 7.4 p-t phase dagrams for a H O-CO mxture; a) after [ 19 ] (cted n [ 44 ]), b) after [ 41 ]. Colour codng corresponds to Fg. 7.3; I Ice(H O), H CO -hydrate, L 1 lqud H O, L lqud CO, V gas phase, Q 1 quadruple pont; crcles n b) represent measured data from the lterature. The phase dagram n Fg. 7.5 s gven as a p-x-plane at a temperature level of 5 C. At about 64 bar and a very low H O mole fracton the spatal, yellow marked three-phase zone of Fg. 7.3 can be found agan. A cut-out of ths regon s gven n ths fgure as well. It shows that the sze of ths regon are actually very small, about 3 n x-drecton and 0,3 bar n p-drecton. [ 41 ] concludes that the spatal three-phase regon s not relevant n case of CO -sequestraton because of ts sze and of ts poston n the p-t-x-dagram. Fg. 7.6 fnally shows two cross-sectons n T-x-plane for very hgh pressures, 0 MPa and 35 MPa. The frst one les below, the other one above the crtcal pont for water. Due to the hgh temperatures consdered the carbon doxde s manly n the supercrtcal state. However, here n the dagrams t s called vapour 5. 5 Apparently, labellng of the supercrtcal state s ambguously done n the lterature. 106

113 7 Phase state Fg. 7.5 p-x phase dagram for a H O-CO mxture at 5 C; after [ 41 ]. Colour codng corresponds to Fg. 7.3; for the explanaton of abbrevatons, see Fg. 7.4; symbols represent measured data from the lterature. Fg. 7.6 T-x phase dagram for a H O-CO mxture at 00 and 350 bars; after [ 7 ] (cted n [ 17 ]). Colour codng corresponds to Fg. 7.3; symbols represent measured data from the lterature. 107

Open Systems: Chemical Potential and Partial Molar Quantities Chemical Potential

Open Systems: Chemical Potential and Partial Molar Quantities Chemical Potential Open Systems: Chemcal Potental and Partal Molar Quanttes Chemcal Potental For closed systems, we have derved the followng relatonshps: du = TdS pdv dh = TdS + Vdp da = SdT pdv dg = VdP SdT For open systems,

More information

Adiabatic Sorption of Ammonia-Water System and Depicting in p-t-x Diagram

Adiabatic Sorption of Ammonia-Water System and Depicting in p-t-x Diagram Adabatc Sorpton of Ammona-Water System and Depctng n p-t-x Dagram J. POSPISIL, Z. SKALA Faculty of Mechancal Engneerng Brno Unversty of Technology Techncka 2, Brno 61669 CZECH REPUBLIC Abstract: - Absorpton

More information

Supplementary Notes for Chapter 9 Mixture Thermodynamics

Supplementary Notes for Chapter 9 Mixture Thermodynamics Supplementary Notes for Chapter 9 Mxture Thermodynamcs Key ponts Nne major topcs of Chapter 9 are revewed below: 1. Notaton and operatonal equatons for mxtures 2. PVTN EOSs for mxtures 3. General effects

More information

Introduction to Vapor/Liquid Equilibrium, part 2. Raoult s Law:

Introduction to Vapor/Liquid Equilibrium, part 2. Raoult s Law: CE304, Sprng 2004 Lecture 4 Introducton to Vapor/Lqud Equlbrum, part 2 Raoult s Law: The smplest model that allows us do VLE calculatons s obtaned when we assume that the vapor phase s an deal gas, and

More information

Numerical Heat and Mass Transfer

Numerical Heat and Mass Transfer Master degree n Mechancal Engneerng Numercal Heat and Mass Transfer 06-Fnte-Dfference Method (One-dmensonal, steady state heat conducton) Fausto Arpno f.arpno@uncas.t Introducton Why we use models and

More information

ELASTIC WAVE PROPAGATION IN A CONTINUOUS MEDIUM

ELASTIC WAVE PROPAGATION IN A CONTINUOUS MEDIUM ELASTIC WAVE PROPAGATION IN A CONTINUOUS MEDIUM An elastc wave s a deformaton of the body that travels throughout the body n all drectons. We can examne the deformaton over a perod of tme by fxng our look

More information

Structure and Drive Paul A. Jensen Copyright July 20, 2003

Structure and Drive Paul A. Jensen Copyright July 20, 2003 Structure and Drve Paul A. Jensen Copyrght July 20, 2003 A system s made up of several operatons wth flow passng between them. The structure of the system descrbes the flow paths from nputs to outputs.

More information

Thermodynamics General

Thermodynamics General Thermodynamcs General Lecture 1 Lecture 1 s devoted to establshng buldng blocks for dscussng thermodynamcs. In addton, the equaton of state wll be establshed. I. Buldng blocks for thermodynamcs A. Dmensons,

More information

Solution Thermodynamics

Solution Thermodynamics Soluton hermodynamcs usng Wagner Notaton by Stanley. Howard Department of aterals and etallurgcal Engneerng South Dakota School of nes and echnology Rapd Cty, SD 57701 January 7, 001 Soluton hermodynamcs

More information

I wish to publish my paper on The International Journal of Thermophysics. A Practical Method to Calculate Partial Properties from Equation of State

I wish to publish my paper on The International Journal of Thermophysics. A Practical Method to Calculate Partial Properties from Equation of State I wsh to publsh my paper on The Internatonal Journal of Thermophyscs. Ttle: A Practcal Method to Calculate Partal Propertes from Equaton of State Authors: Ryo Akasaka (correspondng author) 1 and Takehro

More information

A Self-Consistent Gibbs Excess Mixing Rule for Cubic Equations of State: derivation and fugacity coefficients

A Self-Consistent Gibbs Excess Mixing Rule for Cubic Equations of State: derivation and fugacity coefficients A Self-Consstent Gbbs Excess Mxng Rule for Cubc Equatons of State: dervaton and fugacty coeffcents Paula B. Staudt, Rafael de P. Soares Departamento de Engenhara Químca, Escola de Engenhara, Unversdade

More information

A Robust Method for Calculating the Correlation Coefficient

A Robust Method for Calculating the Correlation Coefficient A Robust Method for Calculatng the Correlaton Coeffcent E.B. Nven and C. V. Deutsch Relatonshps between prmary and secondary data are frequently quantfed usng the correlaton coeffcent; however, the tradtonal

More information

Mass Transfer Processes

Mass Transfer Processes Mass Transfer Processes S. Majd Hassanzadeh Department of Earth Scences Faculty of Geoscences Utrecht Unversty Outlne: 1. Measures of Concentraton 2. Volatlzaton and Dssoluton 3. Adsorpton Processes 4.

More information

Transfer Functions. Convenient representation of a linear, dynamic model. A transfer function (TF) relates one input and one output: ( ) system

Transfer Functions. Convenient representation of a linear, dynamic model. A transfer function (TF) relates one input and one output: ( ) system Transfer Functons Convenent representaton of a lnear, dynamc model. A transfer functon (TF) relates one nput and one output: x t X s y t system Y s The followng termnology s used: x y nput output forcng

More information

Gasometric Determination of NaHCO 3 in a Mixture

Gasometric Determination of NaHCO 3 in a Mixture 60 50 40 0 0 5 15 25 35 40 Temperature ( o C) 9/28/16 Gasometrc Determnaton of NaHCO 3 n a Mxture apor Pressure (mm Hg) apor Pressure of Water 1 NaHCO 3 (s) + H + (aq) Na + (aq) + H 2 O (l) + CO 2 (g)

More information

NUMERICAL DIFFERENTIATION

NUMERICAL DIFFERENTIATION NUMERICAL DIFFERENTIATION 1 Introducton Dfferentaton s a method to compute the rate at whch a dependent output y changes wth respect to the change n the ndependent nput x. Ths rate of change s called the

More information

ANSWERS. Problem 1. and the moment generating function (mgf) by. defined for any real t. Use this to show that E( U) var( U)

ANSWERS. Problem 1. and the moment generating function (mgf) by. defined for any real t. Use this to show that E( U) var( U) Econ 413 Exam 13 H ANSWERS Settet er nndelt 9 deloppgaver, A,B,C, som alle anbefales å telle lkt for å gøre det ltt lettere å stå. Svar er gtt . Unfortunately, there s a prntng error n the hnt of

More information

2016 Wiley. Study Session 2: Ethical and Professional Standards Application

2016 Wiley. Study Session 2: Ethical and Professional Standards Application 6 Wley Study Sesson : Ethcal and Professonal Standards Applcaton LESSON : CORRECTION ANALYSIS Readng 9: Correlaton and Regresson LOS 9a: Calculate and nterpret a sample covarance and a sample correlaton

More information

Module 3 LOSSY IMAGE COMPRESSION SYSTEMS. Version 2 ECE IIT, Kharagpur

Module 3 LOSSY IMAGE COMPRESSION SYSTEMS. Version 2 ECE IIT, Kharagpur Module 3 LOSSY IMAGE COMPRESSION SYSTEMS Verson ECE IIT, Kharagpur Lesson 6 Theory of Quantzaton Verson ECE IIT, Kharagpur Instructonal Objectves At the end of ths lesson, the students should be able to:

More information

On the correction of the h-index for career length

On the correction of the h-index for career length 1 On the correcton of the h-ndex for career length by L. Egghe Unverstet Hasselt (UHasselt), Campus Depenbeek, Agoralaan, B-3590 Depenbeek, Belgum 1 and Unverstet Antwerpen (UA), IBW, Stadscampus, Venusstraat

More information

Buckingham s pi-theorem

Buckingham s pi-theorem TMA495 Mathematcal modellng 2004 Buckngham s p-theorem Harald Hanche-Olsen hanche@math.ntnu.no Theory Ths note s about physcal quanttes R,...,R n. We lke to measure them n a consstent system of unts, such

More information

Lecture 12: Discrete Laplacian

Lecture 12: Discrete Laplacian Lecture 12: Dscrete Laplacan Scrbe: Tanye Lu Our goal s to come up wth a dscrete verson of Laplacan operator for trangulated surfaces, so that we can use t n practce to solve related problems We are mostly

More information

Chapter - 2. Distribution System Power Flow Analysis

Chapter - 2. Distribution System Power Flow Analysis Chapter - 2 Dstrbuton System Power Flow Analyss CHAPTER - 2 Radal Dstrbuton System Load Flow 2.1 Introducton Load flow s an mportant tool [66] for analyzng electrcal power system network performance. Load

More information

Normally, in one phase reservoir simulation we would deal with one of the following fluid systems:

Normally, in one phase reservoir simulation we would deal with one of the following fluid systems: TPG4160 Reservor Smulaton 2017 page 1 of 9 ONE-DIMENSIONAL, ONE-PHASE RESERVOIR SIMULATION Flud systems The term sngle phase apples to any system wth only one phase present n the reservor In some cases

More information

Week3, Chapter 4. Position and Displacement. Motion in Two Dimensions. Instantaneous Velocity. Average Velocity

Week3, Chapter 4. Position and Displacement. Motion in Two Dimensions. Instantaneous Velocity. Average Velocity Week3, Chapter 4 Moton n Two Dmensons Lecture Quz A partcle confned to moton along the x axs moves wth constant acceleraton from x =.0 m to x = 8.0 m durng a 1-s tme nterval. The velocty of the partcle

More information

Psychology 282 Lecture #24 Outline Regression Diagnostics: Outliers

Psychology 282 Lecture #24 Outline Regression Diagnostics: Outliers Psychology 282 Lecture #24 Outlne Regresson Dagnostcs: Outlers In an earler lecture we studed the statstcal assumptons underlyng the regresson model, ncludng the followng ponts: Formal statement of assumptons.

More information

Problem Set 9 Solutions

Problem Set 9 Solutions Desgn and Analyss of Algorthms May 4, 2015 Massachusetts Insttute of Technology 6.046J/18.410J Profs. Erk Demane, Srn Devadas, and Nancy Lynch Problem Set 9 Solutons Problem Set 9 Solutons Ths problem

More information

Comparison of Regression Lines

Comparison of Regression Lines STATGRAPHICS Rev. 9/13/2013 Comparson of Regresson Lnes Summary... 1 Data Input... 3 Analyss Summary... 4 Plot of Ftted Model... 6 Condtonal Sums of Squares... 6 Analyss Optons... 7 Forecasts... 8 Confdence

More information

APPENDIX 2 FITTING A STRAIGHT LINE TO OBSERVATIONS

APPENDIX 2 FITTING A STRAIGHT LINE TO OBSERVATIONS Unversty of Oulu Student Laboratory n Physcs Laboratory Exercses n Physcs 1 1 APPEDIX FITTIG A STRAIGHT LIE TO OBSERVATIOS In the physcal measurements we often make a seres of measurements of the dependent

More information

CinChE Problem-Solving Strategy Chapter 4 Development of a Mathematical Model. formulation. procedure

CinChE Problem-Solving Strategy Chapter 4 Development of a Mathematical Model. formulation. procedure nhe roblem-solvng Strategy hapter 4 Transformaton rocess onceptual Model formulaton procedure Mathematcal Model The mathematcal model s an abstracton that represents the engneerng phenomena occurrng n

More information

For now, let us focus on a specific model of neurons. These are simplified from reality but can achieve remarkable results.

For now, let us focus on a specific model of neurons. These are simplified from reality but can achieve remarkable results. Neural Networks : Dervaton compled by Alvn Wan from Professor Jtendra Malk s lecture Ths type of computaton s called deep learnng and s the most popular method for many problems, such as computer vson

More information

Uncertainty in measurements of power and energy on power networks

Uncertainty in measurements of power and energy on power networks Uncertanty n measurements of power and energy on power networks E. Manov, N. Kolev Department of Measurement and Instrumentaton, Techncal Unversty Sofa, bul. Klment Ohrdsk No8, bl., 000 Sofa, Bulgara Tel./fax:

More information

= z 20 z n. (k 20) + 4 z k = 4

= z 20 z n. (k 20) + 4 z k = 4 Problem Set #7 solutons 7.2.. (a Fnd the coeffcent of z k n (z + z 5 + z 6 + z 7 + 5, k 20. We use the known seres expanson ( n+l ( z l l z n below: (z + z 5 + z 6 + z 7 + 5 (z 5 ( + z + z 2 + z + 5 5

More information

Temperature. Chapter Heat Engine

Temperature. Chapter Heat Engine Chapter 3 Temperature In prevous chapters of these notes we ntroduced the Prncple of Maxmum ntropy as a technque for estmatng probablty dstrbutons consstent wth constrants. In Chapter 9 we dscussed the

More information

Prof. Dr. I. Nasser Phys 630, T Aug-15 One_dimensional_Ising_Model

Prof. Dr. I. Nasser Phys 630, T Aug-15 One_dimensional_Ising_Model EXACT OE-DIMESIOAL ISIG MODEL The one-dmensonal Isng model conssts of a chan of spns, each spn nteractng only wth ts two nearest neghbors. The smple Isng problem n one dmenson can be solved drectly n several

More information

Global Sensitivity. Tuesday 20 th February, 2018

Global Sensitivity. Tuesday 20 th February, 2018 Global Senstvty Tuesday 2 th February, 28 ) Local Senstvty Most senstvty analyses [] are based on local estmates of senstvty, typcally by expandng the response n a Taylor seres about some specfc values

More information

Linear Approximation with Regularization and Moving Least Squares

Linear Approximation with Regularization and Moving Least Squares Lnear Approxmaton wth Regularzaton and Movng Least Squares Igor Grešovn May 007 Revson 4.6 (Revson : March 004). 5 4 3 0.5 3 3.5 4 Contents: Lnear Fttng...4. Weghted Least Squares n Functon Approxmaton...

More information

Energy, Entropy, and Availability Balances Phase Equilibria. Nonideal Thermodynamic Property Models. Selecting an Appropriate Model

Energy, Entropy, and Availability Balances Phase Equilibria. Nonideal Thermodynamic Property Models. Selecting an Appropriate Model Lecture 4. Thermodynamcs [Ch. 2] Energy, Entropy, and Avalablty Balances Phase Equlbra - Fugactes and actvty coeffcents -K-values Nondeal Thermodynamc Property Models - P-v-T equaton-of-state models -

More information

Thermal-Fluids I. Chapter 18 Transient heat conduction. Dr. Primal Fernando Ph: (850)

Thermal-Fluids I. Chapter 18 Transient heat conduction. Dr. Primal Fernando Ph: (850) hermal-fluds I Chapter 18 ransent heat conducton Dr. Prmal Fernando prmal@eng.fsu.edu Ph: (850) 410-6323 1 ransent heat conducton In general, he temperature of a body vares wth tme as well as poston. In

More information

Uncertainty and auto-correlation in. Measurement

Uncertainty and auto-correlation in. Measurement Uncertanty and auto-correlaton n arxv:1707.03276v2 [physcs.data-an] 30 Dec 2017 Measurement Markus Schebl Federal Offce of Metrology and Surveyng (BEV), 1160 Venna, Austra E-mal: markus.schebl@bev.gv.at

More information

χ x B E (c) Figure 2.1.1: (a) a material particle in a body, (b) a place in space, (c) a configuration of the body

χ x B E (c) Figure 2.1.1: (a) a material particle in a body, (b) a place in space, (c) a configuration of the body Secton.. Moton.. The Materal Body and Moton hyscal materals n the real world are modeled usng an abstract mathematcal entty called a body. Ths body conssts of an nfnte number of materal partcles. Shown

More information

Chapter 13: Multiple Regression

Chapter 13: Multiple Regression Chapter 13: Multple Regresson 13.1 Developng the multple-regresson Model The general model can be descrbed as: It smplfes for two ndependent varables: The sample ft parameter b 0, b 1, and b are used to

More information

Econ107 Applied Econometrics Topic 3: Classical Model (Studenmund, Chapter 4)

Econ107 Applied Econometrics Topic 3: Classical Model (Studenmund, Chapter 4) I. Classcal Assumptons Econ7 Appled Econometrcs Topc 3: Classcal Model (Studenmund, Chapter 4) We have defned OLS and studed some algebrac propertes of OLS. In ths topc we wll study statstcal propertes

More information

Homogeneous model: Horizontal pipe and horizontal well. Flow loops can't duplicate field conditions. Daniel D. Joseph. April 2001

Homogeneous model: Horizontal pipe and horizontal well. Flow loops can't duplicate field conditions. Daniel D. Joseph. April 2001 Homogeneous model of producton of heavy ol through horzontal ppelnes and wells based on the Naver-Stokes equatons n the ppelne or the well and Darcy's law n the reservor Homogeneous model: Danel D. Joseph

More information

CHAPTER 5 NUMERICAL EVALUATION OF DYNAMIC RESPONSE

CHAPTER 5 NUMERICAL EVALUATION OF DYNAMIC RESPONSE CHAPTER 5 NUMERICAL EVALUATION OF DYNAMIC RESPONSE Analytcal soluton s usually not possble when exctaton vares arbtrarly wth tme or f the system s nonlnear. Such problems can be solved by numercal tmesteppng

More information

EEE 241: Linear Systems

EEE 241: Linear Systems EEE : Lnear Systems Summary #: Backpropagaton BACKPROPAGATION The perceptron rule as well as the Wdrow Hoff learnng were desgned to tran sngle layer networks. They suffer from the same dsadvantage: they

More information

Generalized Linear Methods

Generalized Linear Methods Generalzed Lnear Methods 1 Introducton In the Ensemble Methods the general dea s that usng a combnaton of several weak learner one could make a better learner. More formally, assume that we have a set

More information

Power law and dimension of the maximum value for belief distribution with the max Deng entropy

Power law and dimension of the maximum value for belief distribution with the max Deng entropy Power law and dmenson of the maxmum value for belef dstrbuton wth the max Deng entropy Bngy Kang a, a College of Informaton Engneerng, Northwest A&F Unversty, Yanglng, Shaanx, 712100, Chna. Abstract Deng

More information

Lecture 7: Boltzmann distribution & Thermodynamics of mixing

Lecture 7: Boltzmann distribution & Thermodynamics of mixing Prof. Tbbtt Lecture 7 etworks & Gels Lecture 7: Boltzmann dstrbuton & Thermodynamcs of mxng 1 Suggested readng Prof. Mark W. Tbbtt ETH Zürch 13 März 018 Molecular Drvng Forces Dll and Bromberg: Chapters

More information

One-sided finite-difference approximations suitable for use with Richardson extrapolation

One-sided finite-difference approximations suitable for use with Richardson extrapolation Journal of Computatonal Physcs 219 (2006) 13 20 Short note One-sded fnte-dfference approxmatons sutable for use wth Rchardson extrapolaton Kumar Rahul, S.N. Bhattacharyya * Department of Mechancal Engneerng,

More information

If two volatile and miscible liquids are combined to form a solution, Raoult s law is not obeyed. Use the experimental data in Table 9.

If two volatile and miscible liquids are combined to form a solution, Raoult s law is not obeyed. Use the experimental data in Table 9. 9.9 Real Solutons Exhbt Devatons from Raoult s Law If two volatle and mscble lquds are combned to form a soluton, Raoult s law s not obeyed. Use the expermental data n Table 9.3: Physcal Chemstry 00 Pearson

More information

Assignment 4. Adsorption Isotherms

Assignment 4. Adsorption Isotherms Insttute of Process Engneerng Assgnment 4. Adsorpton Isotherms Part A: Compettve adsorpton of methane and ethane In large scale adsorpton processes, more than one compound from a mxture of gases get adsorbed,

More information

Finite Element Modelling of truss/cable structures

Finite Element Modelling of truss/cable structures Pet Schreurs Endhoven Unversty of echnology Department of Mechancal Engneerng Materals echnology November 3, 214 Fnte Element Modellng of truss/cable structures 1 Fnte Element Analyss of prestressed structures

More information

STAT 3008 Applied Regression Analysis

STAT 3008 Applied Regression Analysis STAT 3008 Appled Regresson Analyss Tutoral : Smple Lnear Regresson LAI Chun He Department of Statstcs, The Chnese Unversty of Hong Kong 1 Model Assumpton To quantfy the relatonshp between two factors,

More information

Simulated Power of the Discrete Cramér-von Mises Goodness-of-Fit Tests

Simulated Power of the Discrete Cramér-von Mises Goodness-of-Fit Tests Smulated of the Cramér-von Mses Goodness-of-Ft Tests Steele, M., Chaselng, J. and 3 Hurst, C. School of Mathematcal and Physcal Scences, James Cook Unversty, Australan School of Envronmental Studes, Grffth

More information

The Multiple Classical Linear Regression Model (CLRM): Specification and Assumptions. 1. Introduction

The Multiple Classical Linear Regression Model (CLRM): Specification and Assumptions. 1. Introduction ECONOMICS 5* -- NOTE (Summary) ECON 5* -- NOTE The Multple Classcal Lnear Regresson Model (CLRM): Specfcaton and Assumptons. Introducton CLRM stands for the Classcal Lnear Regresson Model. The CLRM s also

More information

4DVAR, according to the name, is a four-dimensional variational method.

4DVAR, according to the name, is a four-dimensional variational method. 4D-Varatonal Data Assmlaton (4D-Var) 4DVAR, accordng to the name, s a four-dmensonal varatonal method. 4D-Var s actually a drect generalzaton of 3D-Var to handle observatons that are dstrbuted n tme. The

More information

Electrical double layer: revisit based on boundary conditions

Electrical double layer: revisit based on boundary conditions Electrcal double layer: revst based on boundary condtons Jong U. Km Department of Electrcal and Computer Engneerng, Texas A&M Unversty College Staton, TX 77843-318, USA Abstract The electrcal double layer

More information

More metrics on cartesian products

More metrics on cartesian products More metrcs on cartesan products If (X, d ) are metrc spaces for 1 n, then n Secton II4 of the lecture notes we defned three metrcs on X whose underlyng topologes are the product topology The purpose of

More information

The Order Relation and Trace Inequalities for. Hermitian Operators

The Order Relation and Trace Inequalities for. Hermitian Operators Internatonal Mathematcal Forum, Vol 3, 08, no, 507-57 HIKARI Ltd, wwwm-hkarcom https://doorg/0988/mf088055 The Order Relaton and Trace Inequaltes for Hermtan Operators Y Huang School of Informaton Scence

More information

Negative Binomial Regression

Negative Binomial Regression STATGRAPHICS Rev. 9/16/2013 Negatve Bnomal Regresson Summary... 1 Data Input... 3 Statstcal Model... 3 Analyss Summary... 4 Analyss Optons... 7 Plot of Ftted Model... 8 Observed Versus Predcted... 10 Predctons...

More information

(1) The saturation vapor pressure as a function of temperature, often given by the Antoine equation:

(1) The saturation vapor pressure as a function of temperature, often given by the Antoine equation: CE304, Sprng 2004 Lecture 22 Lecture 22: Topcs n Phase Equlbra, part : For the remander of the course, we wll return to the subject of vapor/lqud equlbrum and ntroduce other phase equlbrum calculatons

More information

Time-Varying Systems and Computations Lecture 6

Time-Varying Systems and Computations Lecture 6 Tme-Varyng Systems and Computatons Lecture 6 Klaus Depold 14. Januar 2014 The Kalman Flter The Kalman estmaton flter attempts to estmate the actual state of an unknown dscrete dynamcal system, gven nosy

More information

3.1 Expectation of Functions of Several Random Variables. )' be a k-dimensional discrete or continuous random vector, with joint PMF p (, E X E X1 E X

3.1 Expectation of Functions of Several Random Variables. )' be a k-dimensional discrete or continuous random vector, with joint PMF p (, E X E X1 E X Statstcs 1: Probablty Theory II 37 3 EPECTATION OF SEVERAL RANDOM VARIABLES As n Probablty Theory I, the nterest n most stuatons les not on the actual dstrbuton of a random vector, but rather on a number

More information

This column is a continuation of our previous column

This column is a continuation of our previous column Comparson of Goodness of Ft Statstcs for Lnear Regresson, Part II The authors contnue ther dscusson of the correlaton coeffcent n developng a calbraton for quanttatve analyss. Jerome Workman Jr. and Howard

More information

(Online First)A Lattice Boltzmann Scheme for Diffusion Equation in Spherical Coordinate

(Online First)A Lattice Boltzmann Scheme for Diffusion Equation in Spherical Coordinate Internatonal Journal of Mathematcs and Systems Scence (018) Volume 1 do:10.494/jmss.v1.815 (Onlne Frst)A Lattce Boltzmann Scheme for Dffuson Equaton n Sphercal Coordnate Debabrata Datta 1 *, T K Pal 1

More information

Regulation No. 117 (Tyres rolling noise and wet grip adhesion) Proposal for amendments to ECE/TRANS/WP.29/GRB/2010/3

Regulation No. 117 (Tyres rolling noise and wet grip adhesion) Proposal for amendments to ECE/TRANS/WP.29/GRB/2010/3 Transmtted by the expert from France Informal Document No. GRB-51-14 (67 th GRB, 15 17 February 2010, agenda tem 7) Regulaton No. 117 (Tyres rollng nose and wet grp adheson) Proposal for amendments to

More information

DETERMINATION OF TEMPERATURE DISTRIBUTION FOR ANNULAR FINS WITH TEMPERATURE DEPENDENT THERMAL CONDUCTIVITY BY HPM

DETERMINATION OF TEMPERATURE DISTRIBUTION FOR ANNULAR FINS WITH TEMPERATURE DEPENDENT THERMAL CONDUCTIVITY BY HPM Ganj, Z. Z., et al.: Determnaton of Temperature Dstrbuton for S111 DETERMINATION OF TEMPERATURE DISTRIBUTION FOR ANNULAR FINS WITH TEMPERATURE DEPENDENT THERMAL CONDUCTIVITY BY HPM by Davood Domr GANJI

More information

Thermodynamics and statistical mechanics in materials modelling II

Thermodynamics and statistical mechanics in materials modelling II Course MP3 Lecture 8/11/006 (JAE) Course MP3 Lecture 8/11/006 Thermodynamcs and statstcal mechancs n materals modellng II A bref résumé of the physcal concepts used n materals modellng Dr James Ellott.1

More information

1 Derivation of Rate Equations from Single-Cell Conductance (Hodgkin-Huxley-like) Equations

1 Derivation of Rate Equations from Single-Cell Conductance (Hodgkin-Huxley-like) Equations Physcs 171/271 -Davd Klenfeld - Fall 2005 (revsed Wnter 2011) 1 Dervaton of Rate Equatons from Sngle-Cell Conductance (Hodgkn-Huxley-lke) Equatons We consder a network of many neurons, each of whch obeys

More information

Module 1 : The equation of continuity. Lecture 1: Equation of Continuity

Module 1 : The equation of continuity. Lecture 1: Equation of Continuity 1 Module 1 : The equaton of contnuty Lecture 1: Equaton of Contnuty 2 Advanced Heat and Mass Transfer: Modules 1. THE EQUATION OF CONTINUITY : Lectures 1-6 () () () (v) (v) Overall Mass Balance Momentum

More information

Errors in Nobel Prize for Physics (7) Improper Schrodinger Equation and Dirac Equation

Errors in Nobel Prize for Physics (7) Improper Schrodinger Equation and Dirac Equation Errors n Nobel Prze for Physcs (7) Improper Schrodnger Equaton and Drac Equaton u Yuhua (CNOOC Research Insttute, E-mal:fuyh945@sna.com) Abstract: One of the reasons for 933 Nobel Prze for physcs s for

More information

Uncertainty as the Overlap of Alternate Conditional Distributions

Uncertainty as the Overlap of Alternate Conditional Distributions Uncertanty as the Overlap of Alternate Condtonal Dstrbutons Olena Babak and Clayton V. Deutsch Centre for Computatonal Geostatstcs Department of Cvl & Envronmental Engneerng Unversty of Alberta An mportant

More information

Chapter 11: Simple Linear Regression and Correlation

Chapter 11: Simple Linear Regression and Correlation Chapter 11: Smple Lnear Regresson and Correlaton 11-1 Emprcal Models 11-2 Smple Lnear Regresson 11-3 Propertes of the Least Squares Estmators 11-4 Hypothess Test n Smple Lnear Regresson 11-4.1 Use of t-tests

More information

Errors for Linear Systems

Errors for Linear Systems Errors for Lnear Systems When we solve a lnear system Ax b we often do not know A and b exactly, but have only approxmatons  and ˆb avalable. Then the best thng we can do s to solve ˆx ˆb exactly whch

More information

Quantitative Discrimination of Effective Porosity Using Digital Image Analysis - Implications for Porosity-Permeability Transforms

Quantitative Discrimination of Effective Porosity Using Digital Image Analysis - Implications for Porosity-Permeability Transforms 2004, 66th EAGE Conference, Pars Quanttatve Dscrmnaton of Effectve Porosty Usng Dgtal Image Analyss - Implcatons for Porosty-Permeablty Transforms Gregor P. Eberl 1, Gregor T. Baechle 1, Ralf Weger 1,

More information

Lecture Notes on Linear Regression

Lecture Notes on Linear Regression Lecture Notes on Lnear Regresson Feng L fl@sdueducn Shandong Unversty, Chna Lnear Regresson Problem In regresson problem, we am at predct a contnuous target value gven an nput feature vector We assume

More information

FREQUENCY DISTRIBUTIONS Page 1 of The idea of a frequency distribution for sets of observations will be introduced,

FREQUENCY DISTRIBUTIONS Page 1 of The idea of a frequency distribution for sets of observations will be introduced, FREQUENCY DISTRIBUTIONS Page 1 of 6 I. Introducton 1. The dea of a frequency dstrbuton for sets of observatons wll be ntroduced, together wth some of the mechancs for constructng dstrbutons of data. Then

More information

MMA and GCMMA two methods for nonlinear optimization

MMA and GCMMA two methods for nonlinear optimization MMA and GCMMA two methods for nonlnear optmzaton Krster Svanberg Optmzaton and Systems Theory, KTH, Stockholm, Sweden. krlle@math.kth.se Ths note descrbes the algorthms used n the author s 2007 mplementatons

More information

Case A. P k = Ni ( 2L i k 1 ) + (# big cells) 10d 2 P k.

Case A. P k = Ni ( 2L i k 1 ) + (# big cells) 10d 2 P k. THE CELLULAR METHOD In ths lecture, we ntroduce the cellular method as an approach to ncdence geometry theorems lke the Szemeréd-Trotter theorem. The method was ntroduced n the paper Combnatoral complexty

More information

Chemical Equilibrium. Chapter 6 Spontaneity of Reactive Mixtures (gases) Taking into account there are many types of work that a sysem can perform

Chemical Equilibrium. Chapter 6 Spontaneity of Reactive Mixtures (gases) Taking into account there are many types of work that a sysem can perform Ths chapter deals wth chemcal reactons (system) wth lttle or no consderaton on the surroundngs. Chemcal Equlbrum Chapter 6 Spontanety of eactve Mxtures (gases) eactants generatng products would proceed

More information

Kernel Methods and SVMs Extension

Kernel Methods and SVMs Extension Kernel Methods and SVMs Extenson The purpose of ths document s to revew materal covered n Machne Learnng 1 Supervsed Learnng regardng support vector machnes (SVMs). Ths document also provdes a general

More information

in a horizontal wellbore in a heavy oil reservoir

in a horizontal wellbore in a heavy oil reservoir 498 n a horzontal wellbore n a heavy ol reservor L Mngzhong, Wang Ypng and Wang Weyang Abstract: A novel model for dynamc temperature dstrbuton n heavy ol reservors s derved from and axal dfference equatons

More information

Appendix B. The Finite Difference Scheme

Appendix B. The Finite Difference Scheme 140 APPENDIXES Appendx B. The Fnte Dfference Scheme In ths appendx we present numercal technques whch are used to approxmate solutons of system 3.1 3.3. A comprehensve treatment of theoretcal and mplementaton

More information

Difference Equations

Difference Equations Dfference Equatons c Jan Vrbk 1 Bascs Suppose a sequence of numbers, say a 0,a 1,a,a 3,... s defned by a certan general relatonshp between, say, three consecutve values of the sequence, e.g. a + +3a +1

More information

JAB Chain. Long-tail claims development. ASTIN - September 2005 B.Verdier A. Klinger

JAB Chain. Long-tail claims development. ASTIN - September 2005 B.Verdier A. Klinger JAB Chan Long-tal clams development ASTIN - September 2005 B.Verder A. Klnger Outlne Chan Ladder : comments A frst soluton: Munch Chan Ladder JAB Chan Chan Ladder: Comments Black lne: average pad to ncurred

More information

Tensor Smooth Length for SPH Modelling of High Speed Impact

Tensor Smooth Length for SPH Modelling of High Speed Impact Tensor Smooth Length for SPH Modellng of Hgh Speed Impact Roman Cherepanov and Alexander Gerasmov Insttute of Appled mathematcs and mechancs, Tomsk State Unversty 634050, Lenna av. 36, Tomsk, Russa RCherepanov82@gmal.com,Ger@npmm.tsu.ru

More information

PORE STRUCTURE AND THERMAL CONDUCTIVITY OF BURNT CLAY BRICKS INTRODUCTION

PORE STRUCTURE AND THERMAL CONDUCTIVITY OF BURNT CLAY BRICKS INTRODUCTION PORE STRUCTURE AND THERMAL CONDUCTIVITY OF BURNT CLAY BRICKS Olga Koronthalyova, Peter Matasovsky Insttute of Constructon and Archtecture, Slovak Academy of Scences, Dubravska 9, 845 43 Bratslava, Slovaka.

More information

Inductance Calculation for Conductors of Arbitrary Shape

Inductance Calculation for Conductors of Arbitrary Shape CRYO/02/028 Aprl 5, 2002 Inductance Calculaton for Conductors of Arbtrary Shape L. Bottura Dstrbuton: Internal Summary In ths note we descrbe a method for the numercal calculaton of nductances among conductors

More information

NON-CENTRAL 7-POINT FORMULA IN THE METHOD OF LINES FOR PARABOLIC AND BURGERS' EQUATIONS

NON-CENTRAL 7-POINT FORMULA IN THE METHOD OF LINES FOR PARABOLIC AND BURGERS' EQUATIONS IJRRAS 8 (3 September 011 www.arpapress.com/volumes/vol8issue3/ijrras_8_3_08.pdf NON-CENTRAL 7-POINT FORMULA IN THE METHOD OF LINES FOR PARABOLIC AND BURGERS' EQUATIONS H.O. Bakodah Dept. of Mathematc

More information

2 Finite difference basics

2 Finite difference basics Numersche Methoden 1, WS 11/12 B.J.P. Kaus 2 Fnte dfference bascs Consder the one- The bascs of the fnte dfference method are best understood wth an example. dmensonal transent heat conducton equaton T

More information

Physics 53. Rotational Motion 3. Sir, I have found you an argument, but I am not obliged to find you an understanding.

Physics 53. Rotational Motion 3. Sir, I have found you an argument, but I am not obliged to find you an understanding. Physcs 53 Rotatonal Moton 3 Sr, I have found you an argument, but I am not oblged to fnd you an understandng. Samuel Johnson Angular momentum Wth respect to rotatonal moton of a body, moment of nerta plays

More information

Principles of Food and Bioprocess Engineering (FS 231) Solutions to Example Problems on Heat Transfer

Principles of Food and Bioprocess Engineering (FS 231) Solutions to Example Problems on Heat Transfer Prncples of Food and Boprocess Engneerng (FS 31) Solutons to Example Problems on Heat Transfer 1. We start wth Fourer s law of heat conducton: Q = k A ( T/ x) Rearrangng, we get: Q/A = k ( T/ x) Here,

More information

STAT 511 FINAL EXAM NAME Spring 2001

STAT 511 FINAL EXAM NAME Spring 2001 STAT 5 FINAL EXAM NAME Sprng Instructons: Ths s a closed book exam. No notes or books are allowed. ou may use a calculator but you are not allowed to store notes or formulas n the calculator. Please wrte

More information

LNG CARGO TRANSFER CALCULATION METHODS AND ROUNDING-OFFS

LNG CARGO TRANSFER CALCULATION METHODS AND ROUNDING-OFFS CARGO TRANSFER CALCULATION METHODS AND ROUNDING-OFFS CONTENTS 1. Method for determnng transferred energy durng cargo transfer. Calculatng the transferred energy.1 Calculatng the gross transferred energy.1.1

More information

Appendix II Summary of Important Equations

Appendix II Summary of Important Equations W. M. Whte Geochemstry Equatons of State: Ideal GasLaw: Coeffcent of Thermal Expanson: Compressblty: Van der Waals Equaton: The Laws of Thermdynamcs: Frst Law: Appendx II Summary of Important Equatons

More information

Turbulence classification of load data by the frequency and severity of wind gusts. Oscar Moñux, DEWI GmbH Kevin Bleibler, DEWI GmbH

Turbulence classification of load data by the frequency and severity of wind gusts. Oscar Moñux, DEWI GmbH Kevin Bleibler, DEWI GmbH Turbulence classfcaton of load data by the frequency and severty of wnd gusts Introducton Oscar Moñux, DEWI GmbH Kevn Blebler, DEWI GmbH Durng the wnd turbne developng process, one of the most mportant

More information

STATISTICAL MECHANICAL ENSEMBLES 1 MICROSCOPIC AND MACROSCOPIC VARIABLES PHASE SPACE ENSEMBLES. CHE 524 A. Panagiotopoulos 1

STATISTICAL MECHANICAL ENSEMBLES 1 MICROSCOPIC AND MACROSCOPIC VARIABLES PHASE SPACE ENSEMBLES. CHE 524 A. Panagiotopoulos 1 CHE 54 A. Panagotopoulos STATSTCAL MECHACAL ESEMBLES MCROSCOPC AD MACROSCOPC ARABLES The central queston n Statstcal Mechancs can be phrased as follows: f partcles (atoms, molecules, electrons, nucle,

More information

Chapter 5 Multilevel Models

Chapter 5 Multilevel Models Chapter 5 Multlevel Models 5.1 Cross-sectonal multlevel models 5.1.1 Two-level models 5.1.2 Multple level models 5.1.3 Multple level modelng n other felds 5.2 Longtudnal multlevel models 5.2.1 Two-level

More information

The Geometry of Logit and Probit

The Geometry of Logit and Probit The Geometry of Logt and Probt Ths short note s meant as a supplement to Chapters and 3 of Spatal Models of Parlamentary Votng and the notaton and reference to fgures n the text below s to those two chapters.

More information