Conference Session

"Green" Topics in Architectural Engineering

Collection

2011 ASEE Annual Conference & Exposition

Authors

Ahmed Cherif Megri, University of Wyoming

Tagged Divisions

Architectural

room and the hallway.Air infiltration can be calculated using the power law equation where Q is the airflow rate, C is the flowcoefficient, ΔP is the pressure differential and n the power coefficient. Q  C.P nThis equation shows how much air is leaked to the outside surrounding and how air infiltration varieswith respect to a pressure differential. This relation was used to estimate the cost due to heating lossesfrom infiltration for one winter season. Page 22.28.11 2011 ASEE Annual ConferenceFigure 5d: Temperatures distribtion at the height of 1 foot

Conference Session

Curriculum Innovations in Architectural Engineering Education

Collection

2011 ASEE Annual Conference & Exposition

Authors

Bekir Kelceoglu, Indiana University Purdue University, Indianapolis

Tagged Divisions

Architectural

product.Bibliography[1] About STEMworks INDIANA. (2011) Retrieved January 18, 2011, from http://www.stemworksindiana.org/?q=about/about-stem-works-indiana[2] Council for Interior Design Accreditation. (2009). Professional Standards. Grand Rapids, MI.[3] Panero, J., & Zelnik, M. (1979). Human dimension & interior space : a source book of design reference standards. New York: Whitney Library of Design.[4] Tilley, A. R., & Henry Dreyfuss Associates. (2002). The measure of man and woman : human factors in design (Rev. ed.). New York: Wiley. Page 22.446.7

Conference Session

Architechtural Engineering Eduction: Emergent Topics

Collection

2011 ASEE Annual Conference & Exposition

Authors

Ahmed Cherif Megri, University of Wyoming

Tagged Divisions

Architectural

the return.Other multizone hot water recirculation systems exist, such as those with multiple dedicated heaters, orwith a single or multiple pumps.Drainage/venting:  Terminal velocity: The drainage is a gravity system, where the water drainage flow (1/3) tends to attach to the piping wall forming a hollow cylinder of water, with a core of air (2/3) in the center, and opposed by the friction forces applied by the pipe asperity. These opposite forces limit the water drainage velocity to the value given by the following equation: 2/5 q Vt  3.0  d  (1