drow P&ID of Mechanical Draft Cooling Tower
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- Exercise 3 Hydraulic conductivity & stress. Referanser Masseutsendelser Se gjennom Visning Hjelp *A Aav A AaBbCcI AaBbCcl AaBbC AaBbCcl AadB AABBCCD A . Dv A T Normal TIngen m. Overskrift 1 Overskrift 2 Tittel Undertittel Avsnitt Stiler B. Stress and stress path (chapter 8, book By Muni) Basic concepts: stress & strain 1. A cylindrical sample of soil 50 mm in diameter × 100 mm long was subjected to axial and radial effective stresses. When the vertical displacement was 2 mm, the soil failed. The stresses at critical state are ('P2)1 cs = 280 kPa and (o'3)cs =100 kPa. The change in soil volume at failure was 800 mm3. Determine: (a)the axial strain at failure, the volumetric strain at failure, (b) (c) the radial strain at failure, (See example 8.1) InternakNormal Tilajengelighet Undersok A 囉#Exercise 2 effective stress in situ byg504 autumn 21 mu copy Se gjennom Visning Hjelp Bildeformat Releranser Masseutsendelser OSøk AaBbCcDc AaBbCcDc AaBbC AaBbCcl Aaß AaBbccC Undertittel A Aa A E E AL T E Erst- - v - v - 1 Normal TIngen m. Overskrift 1 Overskrift 2 Tittel A Velg A- D. A 三三三|、 ,▼ Rediger Stiler Avsnitt 5. For the seepage situations shown in Figure 2, determine the effective normal stress on positions at middle level of soil (as shown as X-x) in cases (1) and (2). B.) If the upper container is raised one meter, whereas the lower container is lowed one meter in case (1), how the effective stress is changing at level x-X. (The saturated unit weight of the soil is assumed 20 kN/m³) 2m (2) Figure for question 5 temal Normal Tilgjengelighet Underssk Gjenopprettet 16°C Fc F4 F5 F6paint issues from the tank in fig 9-13 at A=45 ft3/h. Find the kinematic viscosity. is the flow lam inar