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Proceedings Papers

Paper presented at the OMC Med Energy Conference and Exhibition, September 28–30, 2021
Paper Number: OMC-2021-206
... FOR THE COMMERCIALIZATION OF THERMONUCLEAR FUSION POWER Boris Paladino, Fabio Di Fonzo, Center for Nano Science and Technology - CNST@PoliMi, Serena Bassini, Marco Utili, ENEA-FSN-ING Division, C.R. Brasimone. This paper was presented at the 15th OMC Med Energy Conference and Exhibition in Ravenna, Italy, September 28-30...
Proceedings Papers

Paper presented at the OMC Med Energy Conference and Exhibition, September 28–30, 2021
Paper Number: OMC-2021-017
... facility reaction fusion engineering divertor module port module configuration plasma DIVERTOR TOKAMAK TESTING FACILITY (DTT): A TEST FACILITY FOR THE FUSION POWER PLANT Gian Mario Polli, ENEA FSN department & DTT S.C.a r.l., with the support of the DTT community. This paper was presented...
Proceedings Papers

Paper presented at the SPE Annual Technical Conference and Exhibition, September 26–29, 2004
Paper Number: SPE-90155-MS
Proceedings Papers

Paper presented at the SPE/IADC Drilling Conference, February 19–21, 2003
Paper Number: SPE-79791-MS
Proceedings Papers

Paper presented at the IADC/SPE Asia Pacific Drilling Technology, September 7–9, 1998
Paper Number: SPE-47802-MS
Journal Articles
SPE Form Eval 6 (04): 505–512.
Paper Number: SPE-19602-PA
Published: 01 December 1991
... resolution of a log curve. Data analysis from these wells indicates that both the vertical resolution and repeatability of individual capture and inelastic curves differ. We found that the H-yield and capture curves have the highest vertical resolution 0.3 m) and the best signal/noise ratios (FSN=30: 1...
Proceedings Papers

Paper presented at the SPE/AAPG/SEG Unconventional Resources Technology Conference, July 23–25, 2018
Paper Number: URTEC-2882814-MS
... in hydraulic- fracture system. 4 Solution Methodology A semi-analytical method is used to solve the well test model of the horizontal well with continuum and discrete fracture networks. First, we discretize the natural fractures and hydraulic fractures into fsn segments and Fsn segments, respectively...
Proceedings Papers

Paper presented at the SPE Annual Technical Conference and Exhibition, October 9–12, 2005
Paper Number: SPE-96785-MS
Journal Articles
Int. J. Offshore Polar Eng. 16 (02).
Paper Number: ISOPE-06-16-2-138
Published: 01 June 2006
... are obtained from superimposition of the normal force and bending moment capacities of the concrete and reinforcement presented above. They are stated as: Nu hx =Ncu hx +Asfsn hx Mu hx =Mcu hx +Asqs hx (8a) in which As is the cross-sectional area of the reinforcement and the functions, fsn hx and qs hx...
Journal Articles
Mar Technol SNAME N 41 (04): 141–160.
Paper Number: SNAME-MTSN-2004-41-4-141
Published: 01 October 2004
... that their direc- tional stability is much reduced and excessive speed can lead to violent behaviour in yaw and associated roll. A Table 1 Trim and stability: condition 1, grain cargo leaving Port Germein Item Weight (tons) KGF Vertical Moment LCG About Aft Moment Forward Moment FSN T/F Deep tank 970 6.7 6,499...
Proceedings Papers

Paper presented at the 2001 SEG Annual Meeting, September 9–14, 2001
Paper Number: SEG-2001-0690
... ] — S8S #W°  ffs_u fSfG„UfGpV‡€fQr4n9pqfSmSr<oOfGp_gsqh oWx<pqgMª xzsqgMr4n hV‡¡gsq| gMnysq| f(hkfSgMhkjlgimpqfD‹0 fSn mSgMfSh  x4n uff‡¡giuffsq| T0gMnyrzsq| fGp ‡€rzpu hf€~Mr0rWhkf€pqfShkr4~i ffsqgMrWnˆxzhfS~M~ x4hVgMnr4pqj£x<sqgir4nyx  rW ffsVsq| f ~MrDpqfD‹0 fSn mG™£skpqfSnvu ‚ < BW ¹ B ½E...
Journal Articles
J Ship Res 29 (03): 162–169.
Paper Number: SNAME-JSR-1985-29-3-162
Published: 01 September 1985
... the conditions at the bottom can be derived by studying the equilibrium of the differential e ement at the bottom end of the column shown in Fig. 8. Fsn is the restoring force of the linear spring at the bottom Fsn = -knx(O) (29) and Msn is the restoring moment of the rotational spring at the bottom Mss = -rsO(O...
Proceedings Papers

Paper presented at the SPE Gas Technology Symposium, May 15–17, 2006
Paper Number: SPE-100586-MS
... = + + + + + A A A A A 1 fsn m = , 1,2 and , 1,2f fsi n j m n= =A , 55) where the angle, is defined in the rescaled equivalent isotropic reservoir and is related to the anisotropic reservoir by 1 0 tan tan 0 2 2 x y k k = < < = . 56) A semianalytical solution accounting for multiple...
Proceedings Papers

Paper presented at the SEG International Exposition and Annual Meeting, October 11–16, 2020
Paper Number: SEG-2020-3399306
..., provided that the subsequent estimation of <X> is reasonably attainable. Furthermore, the use of all mentioned strategies in a combined way further contributes to reducing the operational effort. We describe blended, sparsely-sampled and narrowband data, called incomplete data, as: P ' .fd nd fsns ' f...
Journal Articles
J Pet Technol 40 (12): 1609–1616.
Paper Number: SPE-16622-PA
Published: 01 December 1988
... Fj contains the internal and external force components (1) segment tension F u(t), (2) shear forces caused by bending rigidity Fsn 0 (t), (3) fluid forces F1 (t), (4) seafloor reac- tive forces Fr(t), (5) buoyancy and weight Fw, (6) buoy forces FB(t), and (7) tether forces Fuit). Because...
Proceedings Papers

Paper presented at the The 28th International Ocean and Polar Engineering Conference, June 10–15, 2018
Paper Number: ISOPE-I-18-086
... equation: (M + m)x¨(t) + t k(t )x (t) d . +C0 x (t) = FF K+ FD + Fw + Fc + Fsn(t) + Fm(t) + Fconnector(t) (1) Where x¨(t) is the acceleration vector, x (t) is the velocity vector, x(t) is the displacement vector, M and m represent mass matrix and additional mass matrix, respectively. t k(t...
Proceedings Papers

Paper presented at the SPE Rocky Mountain Regional Meeting, May 18–21, 1992
Paper Number: SPE-24378-MS
..." .0 MI. -10 ~IRI -1.2 Fsn-"100 0.1 M" -100 om 0.001 0.01 0.1 10 100 1000 Fig. II: Effect of F SJ2 on Canesian slope response for an infinitely large, three-region composite reservoir with CD = 0, MJ2 = 10, MJ3 = 100, FSJ3 = 100, and R21RJ 1.2. 100 I 598 _0 :a 0 ~ 0.. "0 ~ -< .E' "0 0 ~ 0. ~ spt. 2437...
Journal Articles
J Ship Res 35 (04): 339–351.
Paper Number: SNAME-JSR-1991-35-4-339
Published: 01 December 1991
...) where f= -~ fZhds, 5= ~Zhds (25) JS fsfn~hds, ~=fsn~hds (26) The couples (N,U) and (VAb) are related to the cross sec- tion, and (W,0) to the girder contour. The application of the couple (VAb) is suitable for the assembling of two beams with different cross-sectional width, since the influence...
Journal Articles
J Pet Technol 13 (10): 1037–1049.
Paper Number: SPE-18-PA
Published: 01 October 1961
... applicatbns when viscosity and diameter are given. F5 and Fo again de- pend in fact on the liquid's viscosity number only (see Fig. 6); li~ewise, Fo in the expression for F reading F', = FsN. + F.. (4a) The factor F8 seems to be a constant, but its value has not yet fully been established. Again, for flow...
Proceedings Papers

Paper presented at the 2002 SEG Annual Meeting, October 6–11, 2002
Paper Number: SEG-2002-1837
...), bulk modulus increment is then equal to f s n ns K K K KK K ? )(1 1( 2 (10) Furthermore, since usually Ks >> Kf , for reservoir rocks 0.1) fsn KKK )(10 (11) Therefore, fKGK (12) where G is dry frame properties called the saturation Gain function and defined as ? ?? 21( )( n f K G K K (13) Equation 12...

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