- Sev200 Geotechnical Investigation And Design Aanametamousano Instructions This Assessment Is Worth 5 Of The Final 1 (28.27 KiB) Viewed 38 times
Instructions: This assessment is worth 5% of the final grade in SEV200. It involves sketching a flow net and completing seepage rate calculations around a concrete weir with a 4 m deep sheet pile at its heel. The problem geometry is shown on the next page. You have to construct the flow net by sketching both equipotentials and flow lines and then calculate the total seepage rate in lit/day, assuming that the total length of the sheetpiles (perpendicular to the paper) is 12 m. The hydraulic conductivity of the permeable soil (white area) is k = 0.00042 cm/sec. For your submission, you only need to submit your completed flow net using the provided sketch sheet on next page and your calculations. You can complete your calculations in the space provided. Name: Student No.: Seepage calculations (use below space for seepage calculations):