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HomeMy WebLinkAboutNC0001422_LVSuttonSARP_Rev0_AppendixD_20161201 Appendix D Slug Test Calculations 0. 120. 240. 360. 480. 600. 0.01 0.1 1. Time (sec) Di s p l a c e m e n t ( f t ) PZ-INT FALLING HEAD 1 Data Set: V:\...\PZ_Int_1.aqt Date: 06/16/14 Time: 16:00:46 PROJECT INFORMATION Company: Geosyntec Client: Duke Energy Location: Sutton Generating Station Test Well: PZ-INT Test Date: 5/29/14 AQUIFER DATA Saturated Thickness: 19.21 ft Anisotropy Ratio (Kz/Kr): 0.1 WELL DATA (PZ-INT) Initial Displacement: 0.556 ft Static Water Column Height: 11.48 ft Total Well Penetration Depth: 11.31 ft Screen Length: 5. ft Casing Radius: 0.08333 ft Well Radius: 0.08333 ft SOLUTION Aquifer Model: Unconfined Solution Method: Bouwer-Rice K = 0.0006022 cm/sec y0 = 0.3599 ft 0. 120. 240. 360. 480. 600. 0.01 0.1 1. Time (sec) Di s p l a c e m e n t ( f t ) PZ-INT FALLING HEAD 1 Data Set: V:\...\PZ_Int_falling_1.aqt Date: 06/16/14 Time: 21:52:07 PROJECT INFORMATION Company: Geosyntec Client: Duke Energy Location: Sutton Generating Station Test Well: PZ-INT Test Date: 5/29/14 AQUIFER DATA Saturated Thickness: 19.21 ft Anisotropy Ratio (Kz/Kr): 0.1 WELL DATA (PZ-INT) Initial Displacement: 0.556 ft Static Water Column Height: 11.48 ft Total Well Penetration Depth: 11.31 ft Screen Length: 5. ft Casing Radius: 0.08333 ft Well Radius: 0.08333 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0007356 cm/sec y0 = 0.3419 ft 0. 200. 400. 600. 800. 1000. 0.001 0.01 0.1 1. 10. Time (sec) Di s p l a c e m e n t ( f t ) PZ-INT FALLING HEAD 2 Data Set: V:\...\PZ_Int_falling_2.aqt Date: 06/16/14 Time: 16:53:37 PROJECT INFORMATION Company: Geosyntec Client: Duke Energy Location: Sutton Generating Station Test Well: PZ-INT Test Date: 5/29/14 AQUIFER DATA Saturated Thickness: 19.21 ft Anisotropy Ratio (Kz/Kr): 0.1 WELL DATA (PZ-INT) Initial Displacement: 0.556 ft Static Water Column Height: 11.48 ft Total Well Penetration Depth: 11.31 ft Screen Length: 5. ft Casing Radius: 0.08333 ft Well Radius: 0.08333 ft SOLUTION Aquifer Model: Unconfined Solution Method: Bouwer-Rice K = 0.0006213 cm/sec y0 = 0.4512 ft 0. 200. 400. 600. 800. 1000. 0.001 0.01 0.1 1. 10. Time (sec) Di s p l a c e m e n t ( f t ) PZ-INT FALLING HEAD 2 Data Set: V:\...\PZ_Int_falling_2.aqt Date: 06/16/14 Time: 21:50:17 PROJECT INFORMATION Company: Geosyntec Client: Duke Energy Location: Sutton Generating Station Test Well: PZ-INT Test Date: 5/29/14 AQUIFER DATA Saturated Thickness: 19.21 ft Anisotropy Ratio (Kz/Kr): 0.1 WELL DATA (PZ-INT) Initial Displacement: 0.556 ft Static Water Column Height: 11.48 ft Total Well Penetration Depth: 11.31 ft Screen Length: 5. ft Casing Radius: 0.08333 ft Well Radius: 0.08333 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0008352 cm/sec y0 = 0.4844 ft 0. 140. 280. 420. 560. 700. 0.001 0.01 0.1 1. 10. Time (sec) Di s p l a c e m e n t ( f t ) PZ-INT RISING HEAD 1 Data Set: V:\...\PZ_Int_rising_1.aqt Date: 06/16/14 Time: 21:55:12 PROJECT INFORMATION Company: Geosyntec Client: Duke Energy Location: Sutton Generating Station Test Well: PZ-INT Test Date: 5/29/14 AQUIFER DATA Saturated Thickness: 19.21 ft Anisotropy Ratio (Kz/Kr): 0.1 WELL DATA (PZ-INT) Initial Displacement: 0.556 ft Static Water Column Height: 11.48 ft Total Well Penetration Depth: 11.31 ft Screen Length: 5. ft Casing Radius: 0.08333 ft Well Radius: 0.08333 ft SOLUTION Aquifer Model: Unconfined Solution Method: Bouwer-Rice K = 0.0005997 cm/sec y0 = 0.4512 ft 0. 140. 280. 420. 560. 700. 0.001 0.01 0.1 1. 10. Time (sec) Di s p l a c e m e n t ( f t ) PZ-INT RISING HEAD 1 Data Set: V:\...\PZ_Int_rising_1.aqt Date: 06/16/14 Time: 21:54:17 PROJECT INFORMATION Company: Geosyntec Client: Duke Energy Location: Sutton Generating Station Test Well: PZ-INT Test Date: 5/29/14 AQUIFER DATA Saturated Thickness: 19.21 ft Anisotropy Ratio (Kz/Kr): 0.1 WELL DATA (PZ-INT) Initial Displacement: 0.556 ft Static Water Column Height: 11.48 ft Total Well Penetration Depth: 11.31 ft Screen Length: 5. ft Casing Radius: 0.08333 ft Well Radius: 0.08333 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.0007151 cm/sec y0 = 0.3162 ft 0. 400. 800. 1.2E+3 1.6E+3 2.0E+3 0.001 0.01 0.1 1. 10. Time (sec) Di s p l a c e m e n t ( f t ) PZ-INT RISING HEAD 2 Data Set: V:\...\PZ_Int_rising_2.aqt Date: 06/16/14 Time: 21:45:04 PROJECT INFORMATION Company: Geosyntec Client: Duke Energy Location: Sutton Generating Station Test Well: PZ-INT Test Date: 5/29/14 AQUIFER DATA Saturated Thickness: 19.21 ft Anisotropy Ratio (Kz/Kr): 0.1 WELL DATA (PZ-INT) Initial Displacement: 0.556 ft Static Water Column Height: 11.48 ft Total Well Penetration Depth: 11.31 ft Screen Length: 5. ft Casing Radius: 0.08333 ft Well Radius: 0.08333 ft SOLUTION Aquifer Model: Unconfined Solution Method: Bouwer-Rice K = 0.001598 cm/sec y0 = 1.948 ft 0. 400. 800. 1.2E+3 1.6E+3 2.0E+3 0.001 0.01 0.1 1. 10. Time (sec) Di s p l a c e m e n t ( f t ) PZ-INT RISING HEAD 2 Data Set: V:\...\PZ_Int_rising_2.aqt Date: 06/16/14 Time: 21:48:46 PROJECT INFORMATION Company: Geosyntec Client: Duke Energy Location: Sutton Generating Station Test Well: PZ-INT Test Date: 5/29/14 AQUIFER DATA Saturated Thickness: 19.21 ft Anisotropy Ratio (Kz/Kr): 0.1 WELL DATA (PZ-INT) Initial Displacement: 0.556 ft Static Water Column Height: 11.48 ft Total Well Penetration Depth: 11.31 ft Screen Length: 5. ft Casing Radius: 0.08333 ft Well Radius: 0.08333 ft SOLUTION Aquifer Model: Unconfined Solution Method: Hvorslev K = 0.001789 cm/sec y0 = 1.662 ft