bartleby

Concept explainers

Question
Book Icon
Chapter 10, Problem 21P
To determine

Convert the systolic/diastolic of 115/85 mm of Hg into Pa, psi and inH2O.

Expert Solution & Answer
Check Mark

Answer to Problem 21P

The systolic pressure from 115 mmHg to Pa is 15,322 kPa, to psi is 2.2 psi, and to inH2O is 61.42 inH2O.

The diastolic pressure from 85 mmHg to Pa is 11.322 kPa, to psi is 1.64 psi, and to inH2O is 45.27 inH2O.

Explanation of Solution

Given data:

A systolic pressure is 115 mmHg.

A diastolic pressure is 85mmHg.

Formula used:

Formula to determine the gauge pressure is,

P=ρgh (1)

Here,

ρ is the density.

g is the gravitational constant.

h is the height of the fluid column.

Calculation:

Case 1:

Conversion for 115 mm Hg to Pa:

P=115×133.322Pa                                 [1mmHg = 133.322Pa]=15,332Pa=15.322×103Pa=15.322kPa

Conversion for 115 mm Hg to psi:

1 mm of Hg is equal to 0.0193368 psi. Therefore,

P=(115)(0.0193368 psi)=2.22psi

Conversion for 115 mm Hg to inch of water:

Substitute 1000kgm3 for ρ, 15.332 kPa for P, and 9.81ms2 for g in equation (1) to find the height of the fluid column h.

15.322kPa=(1000kgm3)(9.81ms2)(h)h=(15.322kPa)(9810kgm3×ms2)                                    =(15.322kPa)(98101m3×kgms2)                         [1N=1kgms2]               =(15.322kPa)(98101m3×N)

Reduce the equation as follows,

h=(15.322kPa)(98101m×Nm2)                                      [1Pa=1Nm2]=(15.322kPa)(98101m×Pa)=1.56m

Converting the height of fluid column (h=1.56m) of systolic pressure to inch of water as,

P=1.56×39.37in                                        [1m=39.37in]=61.42in.ofH2O

Case 2:

Conversion for 85 mm Hg to Pa:

P=85×133.322Pa                            [1mmHg = 133.322Pa]=11332Pa=11.332×103Pa=11.332kPa

Conversion for 85 mm Hg to psi:

1 mm of Hg is equal to 0.0193368 psi. Therefore,

P=(85)(0.0193368 psi)=1.64psi

Conversion for 85 mm Hg to inch of water:

Substitute 1000kgm3 for ρ, 11.332 kPa for P, and 9.81ms2 for g in equation (1) to find the height of the fluid column h.

11.332kPa=(1000kgm3)(9.81ms2)(h)h=(11,322kPa)(9810kgm3×ms2)                                    =(11,322kPa)(98101m3×kgms2)                        [1N=1kgms2]               =(11.322kPa)(98101m3×N)

Reduce the equation as follows,

h=(11.322kPa)(98101m×Nm2)                              [1Pa=1Nm2]=(11.322kPa)(98101m×Pa)=1.15m

Converting the height of fluid column (h=1.15m) of diastolic pressure to inch of water as,

P=1.15×39.37in                                   [1m=39.37in]=45.27in.ofH2O

Conclusion:

Hence, the conversion for systolic/diastolic of 115/85 mm Hg is explained.

Want to see more full solutions like this?

Subscribe now to access step-by-step solutions to millions of textbook problems written by subject matter experts!
Students have asked these similar questions
E D (B) (<) 2945 3725 250 2225 Car Port 5000 2500 Pool Area 2 3925 3465 2875 13075 Staff Room Bar Counter 1 GROUND FLOOR PLAN SCALE 1:100 Hallway 3 1560 4125 3125 $685 Laundry & Service Area 5 A Common T&B Kitchen & Dining Arear B Living Area 2425 Terrace E 2 12150 1330 2945 4150 5480 1800 3725 1925 3800 3465 2 3 9150 4125 3575 3925 Terrace Toilet & Bathroom Toilet Bathroom Bedroom 1 Bedroom 2 SECOND FLOOR PLAN SCALE Hallway 1:100 OPEN TO BELOW E B A 3 3725 2150 1330 2945 5480 4150 1925 ⑨ 2 9150 3800 4125 3465 3575 3925 Terrace R Toilet & Bathroom Toilet & Bathroom SECOND FLOOR PLAN SCALE Hallway 1:100 OPEN TO BELOW +
Q2/ In a design of a portable sprinkler system, the following information is given: • • The sprinklers are distributed in a square pattern with radius of the wetted circle of the sprinkler=15 m Consumption rate = 10 mm/day Efficiency of irrigation = 60% Net depth of irrigation (NDI)= 80 mm. Find the following: 1-Sprinkler application rate if HRS = 11. 2-Number of pipes required for irrigation. (50 Marks) 3-Discharge of sprinkler, diameter of nozzle, and the working head pressure if C=0.90. 4-Diameter of the sprinkler pipe for Slope=0. 5-Pressure head at the inlet and at the dead end of the sprinkler pipe for Slope=0. (F² + L²)((SF)² + L²) L² 2L² ≤ D² L² + S² ≤ D² A, = * 1000 S*L ≤D² N W Af m-11-P L' Hf = 1.14*109 * 1.852 * L *F,where c=120 D4.87 Source main pipe 180 m 540 m N 1 1 √m-1 F = im/Nm+1 = + + m+1 2N 6N2 i=1 Nozzle diameter (mm) 3< ds 4.8 4.8< ds 6.4 6.4
Miniatry of Higher scent Research University of Ke Faculty of Engineering Cell Engineering Department 2024-2025 Mid Exam-1 st Attempt Time Date: 17/04/2025 Notes: Answer all questions. Not all figures are to scale. Assume any values if you need them. Q1/ A farm with dimensions and slopes (50 Marks) = shown in the figure below. If you asked to design a border irrigation system and if you know that Net depth of irrigation - 96mm .Manning coefficient = 0.15, Time of work in the farm is 6 hours/day. Design consumption use of water from the crop (ET) 16 mm/day, Width of the agricultural machine equal to 2.5m, Equation of infiltration - D= 12-05 and Efficiency of irrigation= 60%. You can neglect the recession lag time. Find the width and number of the borders, Irrigation interval and time required to irrigate the whole farm, Depth of flow in the inlet of border Number of borders that irrigated in one day and The neglected recession lag time Slope of irrigation % Maximum border width 0-0.1 30…

Chapter 10 Solutions

WebAssign Homework Only for Moaveni's Engineering Fundamentals: An Introduction to Engineering, SI Edition, 6th Edition, [Instant Access]

Ch. 10.4 - Prob. BYGVCh. 10.6 - Prob. 1BYGCh. 10.6 - Prob. 2BYGCh. 10.6 - Prob. 3BYGCh. 10.6 - Prob. 4BYGCh. 10.6 - Explain what is meant by modulus of elasticity and...Ch. 10.6 - Prob. 6BYGCh. 10.6 - Prob. BYGVCh. 10 - Prob. 2PCh. 10 - An astronaut has a mass of 68 kg. What is the...Ch. 10 - Prob. 4PCh. 10 - Former basketball player Shaquille ONeal weighs...Ch. 10 - Prob. 6PCh. 10 - Prob. 7PCh. 10 - Prob. 8PCh. 10 - Calculate the pressure exerted by water on the...Ch. 10 - Prob. 10PCh. 10 - Prob. 11PCh. 10 - Prob. 12PCh. 10 - Prob. 13PCh. 10 - If a pressure gauge on a compressed air tank reads...Ch. 10 - Prob. 15PCh. 10 - Calculate the pressure exerted by water on a scuba...Ch. 10 - Prob. 17PCh. 10 - Using the information given in Table 10.4,...Ch. 10 - Bourdon-type pressure gauges are used in thousands...Ch. 10 - Prob. 20PCh. 10 - Prob. 21PCh. 10 - Prob. 22PCh. 10 - Prob. 23PCh. 10 - Prob. 24PCh. 10 - Determine the pressure required to decrease the...Ch. 10 - SAE 30 oil is contained in a cylinder with inside...Ch. 10 - Compute the deflection of a structural member made...Ch. 10 - Prob. 28PCh. 10 - A structural member with a rectangular cross...Ch. 10 - Prob. 30PCh. 10 - Prob. 31PCh. 10 - Prob. 32PCh. 10 - Prob. 33PCh. 10 - Prob. 34PCh. 10 - Prob. 35PCh. 10 - Calculate the shear modulus for a given...Ch. 10 - Prob. 37PCh. 10 - Prob. 38PCh. 10 - Prob. 39PCh. 10 - Obtain the values of vapor pressures of alcohol,...Ch. 10 - Prob. 41PCh. 10 - Prob. 42PCh. 10 - Prob. 43PCh. 10 - We have used an experimental setup similar to...Ch. 10 - Prob. 45PCh. 10 - Prob. 46PCh. 10 - Prob. 47PCh. 10 - Prob. 48PCh. 10 - Prob. 49PCh. 10 - Prob. 50P
Knowledge Booster
Background pattern image
Civil Engineering
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Similar questions
SEE MORE QUESTIONS
Recommended textbooks for you
Text book image
Engineering Fundamentals: An Introduction to Engi...
Civil Engineering
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Cengage Learning
Text book image
Fundamentals Of Construction Estimating
Civil Engineering
ISBN:9781337399395
Author:Pratt, David J.
Publisher:Cengage,