9. Estimate the flow rate for the sheet pile shown below, with H1-15m, H2-5m, k- 3...
Draw a flow network for a sheet pile in a waterproof layer as shown in the figure. The values are; H1 5m, H2 0.7m, D 4m and D1 = 10m. Calculate the infiltration loss. Tablaestaca H н, k 6.5 x10-4cm/s Estrato impermeable Draw a flow network for a sheet pile in a waterproof layer as shown in the figure. The values are; H1 5m, H2 0.7m, D 4m and D1 = 10m. Calculate the infiltration loss. Tablaestaca H н, k...
Question 1: For the flow net shown in the figure below the sheet pile, what is the flow rate per foot? Given: H1 = 46 ft, H2 = 2 ft, k = 2.06x 10-4 ft/sec. QUESTION 1 For the flow net shown in the figure below the sheet pile, what is the flow rate per foot? Given: H1 - 46 ft, H2 = 2 ft, k = 2.06x 10-4 ft/sec. = II, a. 1.18 x 10-3cfs/ft b.2.94 x 10-3cfs/ft C....
Problem 3 Calculate the seepage loss per meter length of the sheet pile as shown in Fig. 3. Given that: H 6 m, H2-1.5 m, and permeability of the soil, k 4x10 cm/sec Sheet pile Water level Water level H2 Soi 2Impervious layer3s Fig. 3 for Problem 3
Answer All Please, really need it for exam. inwill like back [15) 3. Two lines of sheet pile walls are driven into a river bed to allow excavation of a trench. Water level in the trench is maintained at the bottiom of the excavation (level C-F) by pumping Elevations are as follows: Impervious layer (level E-G; datum): Oft Soil surface (level B-B') Water level & soil level in trench (C-F): 40t Water level in river (A-A'): 75 t Tip of...