Designs CAD
Determination of upper current line; expenditure and net flow filtration two earth dams with different geometries.
25° 40° 10 40° 50° 33 8 28 29.794 3.702 82.559 25 35.753 8.311 49.992 30 5 5 10.0 5 5 A D E 3.702144876270381 G F 0 1 2 3 4 5 6 7 1 2 3 4 5 6 7 82.55945455205011 5 a = 21.821 q = kasen\U+03B1tan\U+03B1 \A1;q = (10^ -8)(21.821)sen25°tan25°=4.3×10\fGulim|b0|i0|c0|p34;^ -8 m\H0.7x;\S3^ ;\H1.4286x;/s/m d/h = 82.559/25 = 3.302 m = 0.18 \A1;q (Gilboy) =(10^ -8)(25)(0.18)=4.5×10^ -8 m\S3^ ;/s/m 5 5 5 8.0 5 A D E 8.310723493940827 F 1 2 3 4 5 1 2 3 4 5 49.99154860663288 5 a=15.111 \A1;q = kasen\S2^ ;\H1.4286x;\U+03B1 \A1;q = (4×10^ -8)(15.111)sen\S2^ ;(50) = 3.547 x 10 \fGulim|b0|i0|c0|p34;^ -7 m\H0.7x;\S3^ ;\H1.4286x;/s/m d/h = 49.992/30 = 1.666 m=0.3 \A1;q (Gilboy) =(4×10^ -8)(30)(0.3)=3.6^ -7 m\S3^ ;/s/m
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