Ask a question from expert

Ask now

Stability of Existing Slopes - Desklib

8 Pages523 Words273 Views
   

Added on  2019-09-22

About This Document

Perform SLOPE/W analysis to determine the factor of safety (FOS) for critical failure surface of the two most critical existing slope of the reservoir for sliding.

Stability of Existing Slopes - Desklib

   Added on 2019-09-22

BookmarkShareRelated Documents
Task4. Embankment DamsSolution: Estimated daily seepage rates has been calculated for every node in the dam with the SEEP/W analysis.SEEP/W: For embankmentNodeWater Rate (m³/d)430.016984711447.32E-1653-2.78E-15540.021097643626.44E-15649.51E-16650.02583476966-5.85E-1675-2.93E-1676-2.93E-15770.03197450278-9.66E-15798.78E-15889.15E-15890.038630038903.95E-1591-7.61E-151001.83E-151010.046110507102-7.32E-161115.56E-15112-2.05E-141136.15E-151140.0551361154.54E-15116-3.81E-151220.0647338671265.12E-151272.93E-16128-3.22E-151290.07562984130-8.78E-15131-6.44E-15140-3.81E-151419.95E-15
Stability of Existing Slopes - Desklib_1
1422.49E-151430.0877058161521.84E-141532.34E-15154-6.44E-15155-1.17E-15156-1.17E-151570.10156377158-1.14E-14167-4.10E-1516801692.05E-151702.63E-15171-3.66E-15For Underlining soil:NodeWater Rate (m³/d)1604.39E-151615.96E-15162-5.31E-15163-4.43E-151643.40E-151652.49E-15166-3.22E-15176-1.46E-161771.06E-15178-2.52E-151796.22E-16180-2.41E-15181-4.10E-151826.44E-151931.87E-15194-4.61E-151955.67E-151971.57E-151985.85E-15199-5.42E-15200-6.44E-152101.54E-15211-7.32E-17212-2.31E-15
Stability of Existing Slopes - Desklib_2
SEEP/W with Drain: For damsNodeWater Rate (m³/d)220.01418434320.017612237331.61E-15430.021426687442.63E-15540.02660308627.03E-15650.03256285966-1.17E-1576-4.10E-15770.0402832278-9.37E-15796.73E-15890.04864698690-1.20E-14915.85E-161010.0580434591022.78E-15112-1.87E-141139.66E-151140.069372528115-7.61E-151163.51E-151220.081409884127-5.56E-151281.32E-141290.095062562130-5.27E-15131-8.20E-151419.07E-15142-6.15E-151430.110176521536.44E-151541.46E-161554.10E-151563.37E-151570.12749352
Stability of Existing Slopes - Desklib_3

End of preview

Want to access all the pages? Upload your documents or become a member.