Studio ed analisi di sistemi di accumulo termico in
Transcription
Studio ed analisi di sistemi di accumulo termico in
CLUB CAST3M Paris 29-11-2012 Conceptual design of concrete thermal energy storage system for small size concentration solar plants. (Overview on CAST3M application for the analysis of components for solar plants employing molten salts) Giannuzzi Giuseppe Mauro ENEA-UTRINN-PCI R.C. Casaccia (Rome, Italy) E-mail: giannuzzi@enea.it Objectives of the SOLTECA project Sensible heat storage in a specially developed concrete mix Modular storage system, not cast in situ, reduction in the degassing time at start up. Working temperature between 120 e 300 °C, able to operate a ORC power block Cost containment - (between 20-30 € / kWh_th), (not expensive O&M costs). Small plants with peak power (0.5 to 5 MWe), more placeable in the territory The project is funded by the Cassa di Risparmio di Trento E Rovereto (CARITRO) Scheme of the available solar plant with concrete TES 4 MCS HX 5 M TES 3 TORCIN MORC TES 2 ORC 7 6 V2 V1 SOLAR FIELD 1 V3 PUMPS GE General scheme with kind permission of DLR Element-Module-System Scheme Economic and Physical Features of Solid Storage Media TES: Physical Model cp Ts t 2 ks Ts r2 1 Ts r r ks c pVA Tf z h 2 ri T f Ts,w cp A Ts r h Tf Tf t Ts ,w Nonstationary Model Tf ,j t V t Tf ,j z 1 Tf ,j t 1 2 ri z h t Tf ,j cp A z Tw, j t 1 Tf ,j t 1 Semi – Steady State Model dT f dZ Nu 4 Tw T f Pe Fengwu Bai Tf Nonstationary Model: Charging Phase Nonstationary Model: Discharging Phase Effect of Thermal Conductivity on the Charge Time NON-STATIONARY MODEL: application to a realistic case Time of charging = 1h Channel Length = 400 m T Tf Corners exit Schematic of the storage modulus HTCTRAN simulation with thermo-hygrometric boundary condictions T_f=300°C H_f=100 W/m2-C 10 mm P_a=1700 N/m2 B_a=0.2e-6 s/m 100 mm T_a=25°C H_a=5 W/m2-C Radial Temperature at various time steps Radial vapour pressure (MPa) at various time steps. Radial water content (Kg/m3) at various time steps. HTCTRAN - mechanical elastic coupling T u DT d T d T DT m K sh dWd T db d u T DT m T dt d dp d 3K s m dp d T DT m s 3 dT d HTCTRAN – non-linear coupling PASAPAS HTC-NLM Concrete TES Test Apparatus ENEL ARCHIMEDE Plant : Parabolic Trough Loop 100 m 300 m 300 °C with kind permission of ENEL 550 °C Free Thermal deformation in Priolo Receiver Line T r = De /( TS = 30 C TS) = 126 m T = 530 C L= L L = 48 m T = 48 cm f=L2/(8r) = 2 m M th E Jx r EJ x Tcf De th max E Re r 1 2 E Tcf Receiver Line Supports with kind permission of ENEL Receiver Support Kinematics d R h d 4090mm Cold receiver length 4060mm h2 2R Hot receiver length at Tm y410°C 4090mm Receiver line schematic, mesh, deformation profile, reactions a.t. lenght 410 C° a.t. Receiver line contraction and deflection -37cm -4.2cm Mass flow and tracking stop accident with kind permission of ENEL Flux distribution on receiver surface Heat released in the glass Maxi-mini temperature evolution in receiver Maxi-mini temperature evolution in glass von Mises in receiver and glass at maxi-Dt anim Receiver Vibration L.Mot. -Circulating fluid and defocused trough -Trough focusing -Vibration amplitude-stabilized after about 2 min. -Oscillation amplitude 2.6-3 mm -Frequency 5.5-6 Hz - The vibration stops after a minute from the defocusing Governing Equation of Piping with Moving Fluid y Ap 4 EI x y 4 A f (P0 f 2 0 V ) 2 y x 2 x Af 2 f A f V0 y x t f Af Physical interpretation of each term: • 1- flexural restoring forces • 2- centrifugal force of moving fluid and pressure force associated with radius of curvature • 3- Coriolis force • 4- inertia force of tube and fluid p Ap r 2 y t 2 2 0 y x2 -1 M T x, t E T Tenv y dA EI A M EI 2 y x 2 MT T D Tenv environment temperature E modulus of elasticity MT thermal bending moment y moment arm x position along x-axis α coefficient of thermal expansion Mechanical effect of thermal-axial gradient in storage tank -Fatigue damage (double tank) -Thermal Ratcheting (stratified tank) Thermal Ratcheting due to axial gradient –MATTER Project ENEA-ENEL •Axial moving thermal gradient at sodium-free level •Null-primary-stress condition Archimede Solar Plant Storage System THERMAL RATCHETING FACILITY REALIZATION P91 hollow cylinder NaNO360%-KNO340% 600° C • Specimen speed during immersion • Heat transfer coefficient •Molten salts temperature (up to 600°C) •Cylinder diameter and thickness NaNO360%-KNO340% Thermal conductivity Specific heat Density Viscosity Melting Point 0,56 W/m K 1550 J/kg K 1700 kg/m 3 1 mPa sec 221°C Performed Numerical Analysis FIRST CYCLE 13-11-2012 Fatigue due to level variation (ASME III NH T-1400) 10,00 8,00 7,00 6,00 5,00 tem po [hr] 6.00 3.00 0.00 21.00 18.00 15.00 12.00 9.00 6.00 3.00 0.00 4,00 21.00 livello [m] 9,00 Critical strain range strain range internal side livel 3m external side 2,50E-03 limit 2.E4 cycles m/m 2,00E-03 1,50E-03 1,00E-03 5,00E-04 0,00E+00 250 300 350 400 450 cover gas temperature °C 500 550 CLUB CAST3M Paris 29-11-2012 THANK YOU FOR YOUR KIND ATTENTION