Seepage Analysis: Revision history

27 August 2024

• curprev 19:4819:48, 27 August 2024‎ Grichards@gfnet.com talk contribs‎ 6,362 bytes +575‎ No edit summary

11 July 2023

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16 March 2023

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15 March 2023

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21 February 2023

• curprev 22:3022:30, 21 February 2023‎ Grichards talk contribs‎ 5,000 bytes +67‎ No edit summary

20 December 2022

• curprev 20:0720:07, 20 December 2022‎ Rmanwaring talk contribs‎ 4,933 bytes −37‎ No edit summary

14 December 2022

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18 November 2022

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17 September 2022

• curprev 07:1707:17, 17 September 2022‎ Grichards talk contribs‎ 5,236 bytes +457‎ No edit summary

14 September 2022

• curprev 20:0520:05, 14 September 2022‎ Cort talk contribs‎ 4,779 bytes +4,779‎ Created page with "__NOTOC__ ---- “Analyze downstream slope stability of new or previously constructed dams under steady-state seepage conditions. Perform the analysis with the reservoir elevation at the highest normal pool level. Use shear parameters as listed in figure 5-3. Base the location of the steady-state phreatic surface on the highest normal reservoir pool elevation. Designers can develop the phreatic surface for the analyses using computer programs for seepage analysis, flow n..."