I will rate immediately. Thanks Problem 14.42Water at T = 25°C is drawn from an underground detention tank and discharged into adrain using a 2-m-long pipe and pump (Figure 1). The pipe has a diameter of 100 mmand a friction factor of f = 0.02. The atmospheric pressure is 101.3 kPa. The velocitythrough the pipe is 4 m/s and h = 1 m. Neglect minor losses.FigureB< 1 of 1X Incorrect; Try Again; 4 attempts remainingPart BHead (ft)175 6-in. dia.150 5.5-in. dia.1251005-in. dia.755025100 200D65% 70% 75% 80%-CAB(NPSH) req'd = 8.7-86%-80%10 bhpSubmit Previous Answers Request Answer75%18 bhp300 337 400 470 500 600Flow Q(gal/min)Determine the required NPSH. Use the pump performance curves shown above.Express your answer using two significant figures.15. ΑΣΦ 41 | vec 5X Incorrect; Try Again; 4 attempts remainingwo = 1750 rpm70%-65%25 bhp20 bhp700 8000?(NPSH) req'dm Problem 14.42Water at T = 25°C is drawn from an underground detention tank and discharged into adrain using a 2-m-long pipe and pump (Figure 1). The pipe has a diameter of 100 mmand a friction factor of f = 0.02. The atmospheric pressure is 101.3 kPa. The velocitythrough the pipe is 4 m/s and h = 1 m. Neglect minor losses.FigureB1 of 1Part ADetermine the available NPSH.Express your answer using three significant figures.(NPSH) Avail = 21.9Submit Previous Answers Request AnswerPart BHead (ft)IVE ΑΣΦX Incorrect; Try Again; 4 attempts remaining175 6-in. dia..150 5.5-in. dia.125100755-in. dia.5025100D20065% 70% 75%80%BCvecA-86%- -80%10 bhp75%18 bhp300 337 400 470 500 600Flow Q(gal/min)70%-65%25 bhp20 bhpwo = 1750 rpmwww700800?(NPSH) req'dm

Temperature is,To determine:Part A): Available NPSHPart B): Required NPSH

Water at T = 25°C is drawn from an underground detention tank and discharged into a drain using a 2-m-long pipe and pump (Figure 1). The pipe has a diameter of 100 mm and a friction factor of f = 0.02. The atmospheric pressure is 101.3 kPa. The velocity through the pipe is 4 m/s and h = 1 m. Neglect minor losses. Figure < 1 of 1 > X Incorrect; Try Again; 4 attempts remaining ▼ Part B Head (ft) 175 6-in. dia. 150 5.5-in. dia. 125 5-in. dia. 100 75 50 25 AM D 65% 70% 75%-80% tat (NPSH)'d 8.7 B C A 86% -80% 3 10 bhp Submit Previous Answers Request Answer 75% 70% 18 bhp X Incorrect; Try Again; 4 attempts remaining 20 bhp 100 200 300 337 400 470 500 600 700 800 Flow Q(gal/min) Determine the required NPSH. Use the pump performance curves shown above. Express your answer using two significant figures. VAE Ivec 1750 rpm 65% 25 bhp Ĉ 20 ? m

Water at T = 25°C is drawn from an underground detention tank and discharged into a drain using a 2-m-long pipe and pump (Figure 1). The pipe has a diameter of 100 mm and a friction factor of f = 0.02. The atmospheric pressure is 101.3 kPa. The velocity through the pipe is 4 m/s and h = 1 m. Neglect minor losses. Figure < 1 of 1 > X Incorrect; Try Again; 4 attempts remaining ▼ Part B Head (ft) 175 6-in. dia. 150 5.5-in. dia. 125 5-in. dia. 100 75 50 25 AM D 65% 70% 75%-80% tat (NPSH)'d 8.7 B C A 86% -80% 3 10 bhp Submit Previous Answers Request Answer 75% 70% 18 bhp X Incorrect; Try Again; 4 attempts remaining 20 bhp 100 200 300 337 400 470 500 600 700 800 Flow Q(gal/min) Determine the required NPSH. Use the pump performance curves shown above. Express your answer using two significant figures. VAE Ivec 1750 rpm 65% 25 bhp Ĉ 20 ? m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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