9 m Water level 5 m 8 m Water level 2 m I 4 m 4 m 1.5 m 3 m Permeable Sand 7 5 m >-1 m C D 24 m 4 m Water level 5 m ▾ B 8 m 4 m Impermeable Rock -2 m
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Assuming that Engineers will use one pump in every 15 m along the sheet piles, determine the capacity of pump in m3/s to keep the downstream dry.
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- The flanged steel cantilever beam with riveted bracket is subjected to the couple and two forces shown, and their effect on the design of the attachment at A must be determined. Replace the two forces and couple by an equivalent couple M and resultant R at A. The couple is positive if counterclockwise, negative if clockwise. 1.90 KN 0.69 m 2.27 m- 66° A 1 L--x 490 N·m 1.34 KN 0.13 m 0.13 mThe results of a CPT test performed for a commercial site are presented in the image (You already classified the soil layer in homework #2). The layer soil type is shown by the legend and corresponding numbers in the figure. A strip footing with a size of 3x30 is built on the surface of the mentioned strata. A 300 kN/m load is acting on the footing. Use Schmertmann's method to compute the settlement of this footing 1 year after construction and 30 years after construction. Please show your calculation for at least one layer if you want use excel software for this problem. For easier calculation use E₂ = 39c- • • Neglect the foundation weight. • Assume the layers are in dry condition. Use unit weight as table below. Layer No. 1 2 3 4 5 6 7 Unit weght kN/m3 17 17 19 18 18.5 18 181. K HW # G KN/m 80 m 2 120 3 EI= 2x10 KNo m² Use only Direct KN 90 KN.m Tom Method Integration = BA Өв Scenter
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- Determine the oil surface elevation at section 1. Elevation =? 60 m 5= 2 k,- 0.040 mm D=0.1 m O Elevation = 130 m 7 m Oil, S= 0.9 v = 3 x 10-3 m2/s K = 0.5 Q= 0.03 m/s 130 m O Oil surface elevation at section 1 = 136 m O None of the answers are correct. O oil surface elevation at section 1 = 170.35 m O Oil surface elevation at section 1 = 175.35 m(13-15) Please provide solution and a diagram if possible. Thank you.percent passing?