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| 02189nam 2200373za 4500 |
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001 | 9.866689 |
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003 | CaOODSP |
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005 | 20221107162118 |
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006 | m o d f |
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007 | cr ||||||||||| |
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008 | 190107s1977 onca o f000 0 eng d |
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020 | |z0660010072|q(print) |
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040 | |aCaOODSP|beng |
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043 | |an-cn--- |
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086 | 1 |aM38-13/77-30E-PDF|zM38-14/4-1977-1 |
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245 | 10|aPit slope manual. |nSupplement 4-1, |pComputer manual for seepage analysis |h[electronic resource]. |
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260 | |aOttawa : |bCANMET, Energy, Mines and Resources Canada, |cc1977. |
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300 | |a97 p. : |bill. |
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490 | 1 |aCANMET report ; |v77-30 |
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500 | |aCover title. |
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500 | |a"This supplement has been prepared as part of the Pit Slope Project of the Mining Research Laboratories, Canada Centre for Mineral and Energy Technology, Energy, Mines and Resources Canada." |
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500 | |a"Minerals Research Program, Mining Research Laboratories." |
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500 | |a"Marlon-Lambert, J." |
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500 | |aDigitized edition from print [produced by Natural Resources Canada]. |
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520 | 3 |a"FEFPM performs a steady-state seepage analysis to determine fluid pressures, flow quantities, rates and direction of groundwater slopes. It assumes either planar or radially symmetric flow, linear in a finite element in a porous medium. It computes the location of phreatic surface for unconfined flow problems, material type and permeability for a specific soil element, and fluid potential and stream function values. The program generates nodes and elements of a finite element mesh during iterations to locate a phreatic surface and automatically limits the flow regime to the slope profile"--Abstract. |
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693 | 4|aSlopes (Soil mechanics) |
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693 | 4|aStrip mining |
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700 | 1 |aMarlon-Lambert, J. |
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710 | 1 |aCanada. |bEnergy, Mines and Resources Canada. |
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710 | 2 |aCanada Centre for Mineral and Energy Technology. |
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710 | 2 |aMinerals Research Program (Canada) |
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710 | 2 |aMining Research Laboratories (Canada) |
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830 | #0|aCANMET report ;|v77-30.|w(CaOODSP)9.852792 |
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856 | 40|qPDF|s1.63 MB|uhttps://publications.gc.ca/collections/collection_2019/rncan-nrcan/m38-13/M38-13-77-30-eng.pdf |
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