2 edition of **Flow resistance, discharge capacity and momentum transfer in smooth compound closed ducts** found in the catalog.

Flow resistance, discharge capacity and momentum transfer in smooth compound closed ducts

Chan Ji Lai

- 176 Want to read
- 24 Currently reading

Published
**1986**
by University of Birmingham in Birmingham
.

Written in English

**Edition Notes**

Thesis (Ph.D.) - University of Birmingham, Dept of Civil Engineering, 1987.

Statement | by Chan Ji Lai. |

ID Numbers | |
---|---|

Open Library | OL13889318M |

Air Ducts are passages for air to travel within your home. The loss in pressure of the flow that occurs due to the air viscosity in the surface of the duct is termed as friction loss. You can use this online calculator to find the friction loss in ducts using flow . Resistance in the Fluid System comparing pressure in a pipe, where is the pressure the greatest? - the pressure is always higher at the inlet than the outlet is this the case? - due to resistance along the pipe, the pressure drops as the fluid travels through the.

Resistance to change. As the air enters the ductwork system – in Figure 3 through a simple louvred entry – the air will be accelerated from the still air outside the louvre to a velocity determined by the volume flowrate, q v (m 3 /s) of the air, and the area, A (m 2) of the this case as c = q v /A = / = 6m/s. The present study deals with the numerical prediction of turbulent flow and heat transfer in a aspect ratio rectangular duct with ribs on the two shorter sides. The ribs are of square cross section, staggered and aligned normal (90 deg) to the main flow direction.

FLOW PATTERNS INTRODUCTION From a practical engineering point of view one of the major design diﬃ-culties in dealing with multiphase ﬂow is that the mass, momentum, and energy transfer rates and processes can be quite sensitive to the geometric distributionor topologyofthe components withintheﬂow. For example, the. To this point in our little series on duct design, we've been calculating intermediate quantitites: available static pressure, total effective length, and friction rate. Today we use all that to find out how big the ducts need to be. We're following the Manual D protocol for duct design, a standard developed by the Air Conditioning Contractors of America (ACCA). Let's jump right in and see .

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Flow resistance, discharge capacity and momentum transfer in smooth compound closed ducts Author: Lai, Chan Ji Awarding Body: University of Birmingham Current Institution: University of Birmingham Date of Award: Momentum transfer in a fluid involves the study of the motion of fluids and the forces that separate into two layers and discharge through the overflow lines at the outlet sections (there is a negligible resistance to flow in the outlet pipes).

Figure shows a schematic of the membrane ducts. The fresh air and the exhaust air flow through the ducts in a cross-flow arrangement. Geometries of ducts: height 2a, width 2b, membrane thickness coordinate system for the model set up is shown in Figure As shown in the figure, the fresh air, which is usually hot and humid, flows along the z axis, while.

Prediction of flow discharge in the rivers performs important role in flood management. Using the compound open channel concept, the real condition in. Figure A uniform open-channel flow: the depth and the velocity profile is the same at all sections along the flow. 12 One kind of problem that is associated with uniform flow is what the channel slope will be if discharge Q, water depth d, and bed sediment size D are specified or imposed upon the flow.

The return path from the bedrooms needs to allow sufficient return flow to prevent room pressurization and prevent supply flow from being “choked” off. While undercutting doors can create part of the return air path, wall transfer grilles or jump ducts should be installed to prevent the return problems stated above.

Introducing the concept of smooth and rough pipes, as shown in Moody chart, we find: 1) For laminar flow, f = 16 / R e 2) For transitional flow, pipes' flow lies outside this region.

3) For smooth turbulent (a limiting line of turbulent flow), all values of relative roughness (k s /d) tend toward this line as R decreases. Blasius. Chapter 6 • Viscous Flow in Ducts P An engineer claims that flow of SAE 30W oil, at 20°C, through a 5-cm-diameter smooth pipe at 1 million N/h, is laminar.

Do you agree. A million newtons is a lot, so this sounds like an awfully high flow rate. Solution: For SAE 30W oil at 20°C (Table A.3), take ρ = kg/m3 and μ = kg/m-s.

Convert the weight flow rate to volume flow. Duct Frictional Resistance 33 Duct Equivalent Length 35 Ductwork System Effect 35 Installation Issues 37 Ductwork Insulation 38 Ductwork Air Leakage 39 Testing Methods and Equipment 40 Ductwork Sealing 41 Volume Flow Rate Measurements 42 Ductwork Pressure Balancing 14 Gradually Varied Flow Profiles Physical laws governing the head variation in open channel flow 1) Gravity (So) is the driving force for flow 2) If So = Sf then dE/dx = 0 and flow is uniform (normal depth) 3) Gravity (So) is balanced by friction resistance (Sf) and longitudinal adjustment in specific energy (dE/dx).

Title: Duct System Sizes and Airflow Quick Chart Created Date: 8/21/ AM. New formulations are presented for flow resistance and momentum flux in compound open channels.

As implemented in the St. Venant equations, these formulations facilitate a physically enhanced approach to evaluating conveyance, roughness, stage-discharge relationship, and unsteady flood routing in compound open channels.

F6IFD Metalized single-strand fiberglass yarns for added strength and tear-resistance 2" thick X — F8IFD Metalized single-strand fiberglass yarns for added strength and tear-resistance 3" thick X — MIF Extra-heavy black polyethylene jacket with UV inhibitors 1 1/ 4" thick X X • Main trunk lines for system supply.

much greater than the depth of flow is a good approximation to a flow with infinite width. 8 Take the x direction to be downstream and the y direction to be normal to the boundary, with y = 0 at the bottom of the flow (Figure ).

By the no-slip condition, the velocity is zero at y = 0, so the velocity must increase upward in the flow. When the pipe surface is smooth (the "smooth pipe" curve in Figure 2), the friction factor's variation with Re can be modeled by the Kármán–Prandtl resistance equation for turbulent flow in smooth pipes with the parameters suitably adjusted = − The numbers and are phenomenological; these specific values provide a fairly good fit to the data.

testing to determine the flow resistance of HVAC ducts and fittings. Kulkarni et al. () measured the pressure loss coefficients of flat oval elbows with various aspect ratios. The experimental measurements could be accurate, but they are expensive and time-consuming.

" JAWRA Journal of the American Water Resources Association /jx Online publication date: October Han Yu Yang Shu-Qing Dharmasiri Nadeesha "Application of Main Flow Data in the Determination of Boundary Shear Stress in Smooth Closed Ducts.

The governing equation of the discharge per unit width, derived from the flow continuity equation and the momentum equation in the vegetated compound channel, is established. Bahrami Fluid Mechanics (S 09) Viscous Flow in Ducts 4 Beyond the entrance region, which is a finite distance from the entrance x = L e, the velocity profile becomes constant, i.e.

it no longer changes with x and is said to be fully developed, Q. Use the largest possible duct diameter, preferably in smooth rigid duct rather than flex duct.

Use the Prescriptive Duct Chart to estimate maximum duct lengths that will deliver the desired air flow. Choose a fan that is certified at in. w.c. (not in. w.c., which was the old standard for. Momentum Transfer in Fluids provides information pertinent to fluid mechanics. This book discusses several topics related to the movement of fluids, including boundary-layer analysis, statistical treatment of turbulence, as well as laminar and turbulent shear-flow.V CR Shx e y = â ² â ² ()7 1- In EquationRh is the hydraulic radius [the flow area (A) divided by the wetted perimeter (P)], Se is the energy grade line or friction slope (equal to the channel slope So for uniform flow conditions), C is a flow resistance coefficient, and xâ ² .Solutions Manual for Fluid Mechanics Seventh Edition in SI Units Viscous Flow in Ducts PROPRIETARY AND CONFIDENTIAL.