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Anonymous users2024-02-06How to view the results of the Correct Seepage calculation:
Calculation item: Leling.
Analysis Type: Steady Stream.
Slope information] The water level on the left side is high:
The water level on the right side is high:
The water level on the left side is 2:
The water level on the right side is 2:
The number of grade segments is 9
Slope Line Number Horizontal projection (m) Vertical projection (m).
Soil Layer Information] Number of Grade Nodes = 12
Number x(m) y(m).
Number of additional nodes = 19
Number x(m) y(m).
Number of different soil zones = 5
Area Code Soil Type KX ky Alfa Node Number M D) (M D) (degrees).
1 Fine sand (11,10,9,8,18,19,)2 Fine sand (1,11,19,18,8,4,3,2,)3 Fine sand (0,1,2,3,4,5,6,7,-5,-4,-3,-2,-1,-10,)
4 Fine sand (7,6,5,17,16,-9,-8,-7,-6,-5,)
5 Fine sand (0,12,13,14,15,-9,16,17,5,4,8,9,10,11,1,)
Polygon boundary data].
Number of polygon boundaries = 10
No. 1, Boundary Type: Known Head.
Node number: -10 --0
Nodal head height (m).
No. 2, Boundary Type: Known Head.
Node number: 12 --0
Nodal head height (m).
No. 3, Boundary Type: Possible Leaching Point.
Node number: -2 --3
No. 4, Boundary Type: Possible Leaching Point.
Node number: -3 --4
No. 5, Boundary Type: Possible leaching point.
Node number: -4 --5
No. 6, Boundary Type: Possible leaching point.
Node number: -5 --6
No. 7, Boundary Type: Possible leaching point.
Node number: -6 --7
No. 8, Boundary Type: Possible leaching point.
Node number: -7 --8
No. 9, Boundary Type: Possible leaching point.
Node number: -8 --9
No. 10, Boundary Type: Possible Leaching Point.
Node number: -9 --15 [point boundary data].
Number of Point Boundaries = 1
No. 1, Boundary Type: Known Head.
Node Number Description: -5
Node head height.
Calculation parameter] Split Length =
Convergence judgment error (relative change in two calculations) =
Maximum number of iterations = 30
Output] Calculate Flow:
Number of points of the flow calculation section = 2
Number x(m) y(m).
Draw an analysis curve:
Coordinates of the start point of the cross-section of the analysis curve: (Coordinates of the end point of the cross-section of the analysis curve: (Calculation result:
Seepage = m3 days.
Infiltration line. x(m) y(m)
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Anonymous users2024-02-05I also want to know, why is the permeability ratio calculated for different water levels the same? Very depressed.
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