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Class l Help HW 12 Begin Date: 10 30/2017 11:00:00 AM- -Due Date: 11/13/2017 11:

ID: 1780992 • Letter: C

Question

Class l Help HW 12 Begin Date: 10 30/2017 11:00:00 AM- -Due Date: 11/13/2017 11:00:00 AM End Date: 11/13/2017 11:00:00 AM 10% Problem 7: A sump pump (used to drain water from the basement of houses built below the water table is draining a flooded basement at the rate of 0. 75 Ls, with an output pressure of 2.8 x 10 N/m 5096 Part (a) The water enters a hose with a 3.4 cm inside diameter and rises 2.4 m above the pump. What is its pressure at this point N/m22 You may neglect frictional losses. Grade Summary 0% 100% sin0 cos0 Submissions Attempts remaining: (5% per attempt) detailed view +1 2 3 ac cosh0 tnhcotanh0 Degrees C) Radians Subemit Hint I give up! Hints: 1 % deduction per hint. Hints remaining: 4 Feedback: 1% deduction per feedback. 50% Part (b) The hose goes over the foundation wall, losing 0.25 m 1n height and widens to 4.3 cm in diameter. What is the pressure now in N/m*? You may neglect frictional losses. All conteut 2017 Expect TA, LLC

Explanation / Answer

A)

from bernoullis eqution.

P1+1/2d*v1*v1 + d*g*h1 = P2+1/2d*v2*v2 + d*g*h2.

2.8*10^5 + 1000*9.8*h1 = P2 + 1000*9.8*h2.

h2 - h1 = 2.4m.

so

2.8*10^5 +1000*9.8*(-2.4) = p2.

p2 = 256480 N/M2.

= 2.6*10^5 N/M2.

SINCE AREAS are same v1 = v2 ....as A1*v1 = A2*v2.

B)

using the same bernouliis equation.

P1+1/2d*v1*v1 + d*g*h1 = P2+1/2d*v2*v2 + d*g*h2.

2.8*10^5 + 1000*9.8*h1 = P2 + 1000*9.8*h2.

h2 - h1 = 3-0.25=2.75 m

so

2.8*10^5 +1000*9.8*(-2.75) = p2.

p2 = 253050 N/M2.

= 2.5*10^5 N/M2.

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