- Problem 3 Consider The Hydraulic Diagrams 4 M 4 M 1 M All All 1 M A Case I Case Ii Case Iii A Determine The Pressur 1 (63.19 KiB) Viewed 68 times
Problem 3: Consider the hydraulic diagrams: ▼ 4 m 4 m 1 m All All 1 m A Case I Case II Case III a) Determine the pressur
-
- Site Admin
- Posts: 899603
- Joined: Mon Aug 02, 2021 8:13 am
Problem 3: Consider the hydraulic diagrams: ▼ 4 m 4 m 1 m All All 1 m A Case I Case II Case III a) Determine the pressur
Problem 3: Consider the hydraulic diagrams: ▼ 4 m 4 m 1 m All All 1 m A Case I Case II Case III a) Determine the pressure, elevation, and total head at the entering end, exit end, and at point A of the sample for all three cases b) If the saturated unit weight of the soil is 19kN/m³, find the effective stress at point A for Cases I and II c) If the soil sample is cylinder shaped with a radius of 25cm and has a permeability of 0.14cm/s, determine the discharge flow rate for all three cases. 4 m 5 Y -1 m