1. In the Figure below the bend is flanged at section 1 (the flange is not shown) and the flow exits to atmosphere at section 2. If V1 = 0.5 m/s, h = 40 cm, pwater = 998 kg/m3, and Pmercury 13,550...


1. In the Figure below the bend is flanged at section 1 (the flange is not shown) and the flow<br>exits to atmosphere at section 2. If V1 = 0.5 m/s, h = 40 cm, pwater = 998 kg/m3, and Pmercury<br>13,550 kg/m³, neglecting the gravity forces and assuming uniform flows at 1 and 2, find: a) V2<br>using continuity equation; b) p¡ using manometry equation; c) the force components on the<br>flange bolts in x and y directions using linear momentum equations; d) the friction head loss<br>between 1 and 2 using energy equation.<br>%3D<br>2.5 cm–<br>3 m<br>8 cm<br>Water<br>0.6 m<br>`Mercury<br>

Extracted text: 1. In the Figure below the bend is flanged at section 1 (the flange is not shown) and the flow exits to atmosphere at section 2. If V1 = 0.5 m/s, h = 40 cm, pwater = 998 kg/m3, and Pmercury 13,550 kg/m³, neglecting the gravity forces and assuming uniform flows at 1 and 2, find: a) V2 using continuity equation; b) p¡ using manometry equation; c) the force components on the flange bolts in x and y directions using linear momentum equations; d) the friction head loss between 1 and 2 using energy equation. %3D 2.5 cm– 3 m 8 cm Water 0.6 m `Mercury

Jun 11, 2022
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