**Problem 3: IV Tube I**Doctors use IV drips to deliver saline fluid (\(s = 1.2\)) into the vein of patients (hence IV for intravenous). Assume the gage pressure head is 0.00 m at the top of the saline bag and 0.05 m in the vein. The saline fluid has kinematic viscosity \(\nu = 1 \times 10^{-6}\) m²/s. The tube is 1.8 m long and has an inner diameter of 1.2 mm. If the required flow is 1000 mL/hr, what is the required height from the top of the saline bag to the patient's vein?**Explanation:**The problem is centered on calculating the necessary height for an IV bag to ensure a specified flow rate of saline into a patient’s vein. Important parameters include the specific gravity, the gage pressure at different points, the kinematic viscosity of the fluid, and the dimensions of the IV tube. The drawing depicts a patient receiving an IV drip, giving a visual context to the setup described in the problem. The objective involves applying principles of fluid dynamics to find the height difference necessary to achieve the desired flow rate.

Answered: Image /qna-images/answer/a9a1810f-ef72-4583-9eb1-512c886517c7.jpg

Problem 3: IV Tube I Doctors use IV drips to deliver saline fluid (s = 1.2) into the vein of patients (hence IV for intravenous). Assume the gage pressure head is 0.00 m at the top of the saline bag and 0.05 m in the vein. The saline fluid has kinematic viscosity v = 1×106 m²/s. The tube is 1.8 m long and has inner diameter of 1.2 mm. If the required flow is 1000 mL/hr, what is the required height from the top of the saline bag to the patient's vein?

Problem 3: IV Tube I Doctors use IV drips to deliver saline fluid (s = 1.2) into the vein of patients (hence IV for intravenous). Assume the gage pressure head is 0.00 m at the top of the saline bag and 0.05 m in the vein. The saline fluid has kinematic viscosity v = 1×106 m²/s. The tube is 1.8 m long and has inner diameter of 1.2 mm. If the required flow is 1000 mL/hr, what is the required height from the top of the saline bag to the patient's vein?

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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Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

**Problem 3: IV Tube I**

Doctors use IV drips to deliver saline fluid (\(s = 1.2\)) into the vein of patients (hence IV for intravenous). Assume the gage pressure head is 0.00 m at the top of the saline bag and 0.05 m in the vein. The saline fluid has kinematic viscosity \(\nu = 1 \times 10^{-6}\) m²/s. The tube is 1.8 m long and has an inner diameter of 1.2 mm. If the required flow is 1000 mL/hr, what is the required height from the top of the saline bag to the patient's vein?

**Explanation:**
The problem is centered on calculating the necessary height for an IV bag to ensure a specified flow rate of saline into a patient’s vein. Important parameters include the specific gravity, the gage pressure at different points, the kinematic viscosity of the fluid, and the dimensions of the IV tube. The drawing depicts a patient receiving an IV drip, giving a visual context to the setup described in the problem. The objective involves applying principles of fluid dynamics to find the height difference necessary to achieve the desired flow rate.

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