Pearl River Tower: Guangzhou, China
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Controls on Modern Erosion and the Development of the Pearl River Drainage in the Late Paleogene
Marine Geology xxx (xxxx) xxx–xxx Contents lists available at ScienceDirect Marine Geology journal homepage: www.elsevier.com/locate/margo Invited research article Controls on modern erosion and the development of the Pearl River drainage in the late Paleogene ⁎ Chang Liua, Peter D. Clifta,b, , Andrew Carterc, Philipp Böningd, Zhaochu Hue, Zhen Sunf, Katharina Pahnked a Department of Geology and Geophysics, Louisiana State University, Baton Rouge 70803, USA b School of Geography Science, Nanjing Normal University, Nanjing 210023, China c Department of Earth and Planetary Sciences, Birkbeck College, University of London, London WC1E 7HX, UK d Max Planck Research Group for Marine Isotope Geochemistry, Institute of Chemistry and Biology of the Marine Environment (ICBM), University of Oldenburg, 26129, Germany e State Key Laboratory of Geological Processes and Mineral Resources, China University of Geosciences, Wuhan 430074, China f Key Laboratory of Marginal Sea Geology, South China Sea Institute of Oceanology, Chinese Academy of Sciences, 164 Xingangxi Road, Guangzhou 510301, China ARTICLE INFO ABSTRACT Keywords: The Pearl River and its tributaries drains large areas of southern China and has been the primary source of Zircon sediment to the northern continental margin of the South China Sea since its opening. In this study we use a Nd isotope combination of bulk sediment geochemistry, Nd and Sr isotope geochemistry, and single grain zircon U-Pb Erosion dating to understand the source of sediment in the modern drainage. We also performed zircon U-Pb dating on Provenance Eocene sedimentary rocks sampled by International Ocean Discovery Program (IODP) Expedition 349 in order to Pearl River constrain the source of sediment to the rift before the Oligocene. -
Case Study: Pearl River Tower, Guangzhou, China
ctbuh.org/papers Title: Case Study: Pearl River Tower, Guangzhou, China Authors: Roger Frechette, Director of Sustainable Engineering, Skidmore, Owings & Merrill Russell Gilchrist, Director of Technical Architecture, Skidmore, Owings & Merrill Subjects: Architectural/Design Building Case Study Sustainability/Green/Energy Keywords: Embodied Energy Energy Consumption Façade Sustainability Publication Date: 2008 Original Publication: CTBUH 2008 8th World Congress, Dubai Paper Type: 1. Book chapter/Part chapter 2. Journal paper 3. Conference proceeding 4. Unpublished conference paper 5. Magazine article 6. Unpublished © Council on Tall Buildings and Urban Habitat / Roger Frechette; Russell Gilchrist ‘Towards Zero Energy’ A Case Study of the Pearl River Tower, Guangzhou, China Roger E. Frechette III, PE, LEED-AP1 and Russell Gilchrist, RIBA2 1Director of Sustainable Engineering, 2Director of Technical Architecture, Skidmore, Owings & Merrill, LLP, Chicago, IL, USA Abstract Architects and engineers have a significant responsibility to ensure that the design and execution of all new construction projects be of the ‘lightest touch’ in both energy consumption, real and embodied, to ensure the longevity of the precious natural resources remain on this planet. The goal to achieve ‘carbon neutrality’ is quite possibly the single most important issue facing architects and engineers today, given the empirical evidence that construction projects far outstrip both industry and transportation as the largest contributors to carbon emissions in the world. This paper will attempt to both define what is meant by ‘carbon neutral’ in the context of building design as well as using the case study to demonstrate how such an approach might be achieved it examines the challenges of achieving a net zero energy building, both from an energy consumption perspective as well as the embodied energy of the construction. -
July 2016 Form Follows Physics
® July 2016July Form follows Physics follows Form S T R U C T U R E A Joint Publication of NCSEA | CASE | SEI How wind tunnel shaping workshops have become practice that suggest any structure with a height- an invaluable tool for architects and engineers in to-width aspect ratio over 4:1 or 5:1 would be STRUCTURAL search of high rise buildings’ optimal form. sensitive to wind effects. Many of the buildings oday, a great deal is known about that have benefited from in-depth wind tunnel how wind affects tall buildings differ- testing have aspect ratios of 10:1 or 12:1, values ANALYSIS ently than it does shorter structures. well beyond a code’s applicability. With such However, wind-related design issues high slenderness ratios, the structure has a very are usually considered much later in the design high degree of flexibility, which also means it has discussing problems, solutions, T process than they should be to achieve structures long periods of vibration. Generally speaking, idiosyncrasies, and applications that have optimal performance with minimal structures with longer periods of vibration attract of various analysis methods cost. Wind engineers traditionally interact with more energy from the wind, which increases their structural engineers after the conceptual design motion during a windstorm. phase when basic decisions about the building Crosswind effects can also be significant. Shorter, form and structural system have already been squatter buildings tend to be dominated by wind made. A better approach is to bring the entire induced drag, so the form drag of the build- building team up to speed on potentially chal- ing is what governs the loads. -
PB198 Wind Report
Pedestrian Wind Assessment Cambridge Discovery Park April 13, 2016 RWDI # 1602140 Cambridge Discovery Park Building 400/500 Cambridge, MA Pedestrian Wind Assessment RWDI # 1602140 April 13, 2016 SUBMITTED TO Eric Weyant Senior Associate ADD Inc, now with Stantec 311 Summer Street Boston MA 02210-1723 [email protected] SUBMITTED BY Rowan Williams Davies & Irwin Inc. 650 Woodlawn Road West Guelph, Ontario, Canada N1K 1B8 519.823.1311 Hanqing Wu, Ph.D., P.Eng. Technical Director / Principal [email protected] Bill Smeaton, P.Eng. Senior Project Manager / Principal [email protected] This document is intended for the sole use of the party to whom it is addressed and may contain information that is privileged and/or confidential. If you have received this in error, please notify us immediately. ® RWDI name and logo are registered trademarks in Canada and the United States of America Reputation Resources Results Canada | USA | UK | India | China | Hong Kong | Singapore www.rwdi.com Pedestrian Wind Assessment Cambridge Discovery Park April 13, 2016 RWDI # 1602140 1. Introduction Rowan Williams Davies & Irwin Inc. (RWDI) was retained by ADD Inc. to assess the potential pedestrian wind conditions for the proposed Cambridge Discovery Park Building 400/500 Project located in Cambridge, MA (Image 1). We understand the project consists of a new 4-story bridge connecting two 6-story buildings with a roadway between them. There are concerns about the wind conditions around and under the bridge. The objective of this assessment is therefore to provide a qualitative evaluation of wind comfort conditions and recommend mitigation measures, if necessary. -
SOM/CHICAGO Sustainability Review
SOM/CHICAGO Sustainability Review RECENT & UPCOMING ProJects | Issue 1 SKIDMORE, OWINGS & MERRILL LLP 224 SOUTH MICHIG AN AVENUE CHICAGO, ILLINOIS 60 60 4 Sustainable_brochure_v2_12.indd 1 10/24/07 4:12:09 PM SOM/CHICAGO SUSTAINABILITY REVIEW | IssUE 1 For additional information, please contact: SOM/CHICAGO Skidmore, Owings & Merrill LLP 224 South Michigan Avenue Suite 1000 Sustainability Review Chicago, Illinois 60604 T: +1 (312) 554 9090 F: +1 (312) 360 4554 E: [email protected] www.som.com PUBLISHED BY Skidmore, Owings & Merrill LLP Copyright © 2007 by Skidmore, Owings & Merrill LLP All rights reserved. No part of this publication may be reproduced, stored in a retrieval system or transmitted, in any form or by any means, electronic, mechanical, photocopying, recording or otherwise, without the “Civilizations leave marks on the earth by which written permission of Skidmore, Owings & Merrill LLP. they are known and judged. In large measure the Printed on 100% post-consumer paper, Processed Chlorine Free (PCF), FSC Recycled nature of their immortality is gauged by how well and manufactured using biogas energy. their builders made peace with the environment.” Nathaniel Owings T H E Am E R I C A N A E S THETI C ( 1 9 6 9 ) SOM/Chicago Sustainable History 1958 1979 1981 1986 1997 2002 Warren Petroleum Banco de Occidente King Abdulaziz International The Terraces at Apollo Office Building Millennium Park Master Plan Headquarters Guatemala City, Guatemala Airport - Haj Terminal Perimeter Center Amsterdam, The Netherlands Chicago, Illinois, USA Tulsa, Oklahoma, USA Jeddah, Saudi Arabia Atlanta, Georgia, USA Local materials such as The five-story Apollo Office The Millennium Park Master To provide protection from stucco, mahogany and Using indigenous archetypes The 11-story twin atrium office Building is located in the Plan completes Daniel Tulsa’s extreme sun conditions, volcanic stone pavers, and and case studies, SOM buildings were designed with historic center of Amsterdam. -
Title: the Wind Engineering of the Burj Dubai Tower Author
ctbuh.org/papers Title: The Wind Engineering of the Burj Dubai Tower Author: Peter Irwin, RWDI Subjects: Building Case Study Wind Engineering Keyword: Wind Publication Date: 2005 Original Publication: CTBUH 2005 7th World Congress, New York Paper Type: 1. Book chapter/Part chapter 2. Journal paper 3. Conference proceeding 4. Unpublished conference paper 5. Magazine article 6. Unpublished © Council on Tall Buildings and Urban Habitat / Peter Irwin Peter A. Irwin, Ph.D., P.E. Rowan Williams Davies & Irwin Peter Irwin became president of Rowan Williams Davies & Irwin in 1999. His experience in wind engineering includes extensive research and consulting in wind loading, aeroelastic response, wind tunnel methods, instrumentation, and the supervision of hundreds of wind engineering studies of major structures. Examples of tall buildings he has worked on include the Petronas Towers in Kuala Lumpur, Malaysia, the 1,666-foot (508- meter) Taipei 101 in Taiwan, and the 1,312-foot (400-meter) Two International Finance Centre, one of the tallest in Hong Kong. He is currently working on the Burj Dubai in the United Arab Emirates which will be over 2,297 feet (700 meters) tall. Dr. Irwin earned his Ph.D. in Mechanical Engineering from McGill University. He is a registered professional engineer in the provinces of Ontario, Alberta, and British Columbia, and is a fellow of the CSCE. He has published over 120 papers and won several awards for his work, including the Canadian Society for Civil Engineering’s Gzowski Medal in 1995. He serves on several committees for codes and standards, such as the Standing Committee on Structural Design for the Canadian Building Code and the wind committee of the U.S. -
Mapping the Plastic
Title: Mapping the Plastic Speaker: Simon Ironside Chair FIG Working Group 4.3 Date: 18 & 19 November 2019 1 Addressing the alarming problem of plastic pollution of our waterways Mapping the A surveyor’s perspective Plastic Simon Ironside Chair FIG Working Group 4.3 Plastic clogs up a waterway in Yangon, Myanmar. courtesy of Global New Light of Myanmar, 5 June 2018 Plastic Pollution Overview (Waterways) The Commonwealth Scientific and Industrial Research Organisation, Australia (CSIRO) • Yangtze River, Yellow Sea, Asia • Indus River, Arabian Sea, Asia • Yellow River (Huang He), Yellow Sea, Asia Top 10 river • Hai River, Yellow Sea, Asia • Nile, Mediterranean Sea, Africa systems • Meghna/Bramaputra/Ganges, Bay of Bengal, Asia contributing • Pearl River (Zhujiang), South China Sea/East Sea, Asia • Amur River (Heilong Jiang), Sea of Okhotsk, Asia to ocean • Niger River, Gulf of Guinea, Africa plastic • Mekong River, South China Sea/East Sea, Asia *Export of plastic debris by rivers into the sea - Authors: Christian Schmidt, Tobias Krauth, Stephan Wagner, Reprinted with permission from Environmental Science & Technology 2017, 51, 21, 12246-12253. Copyright 2017, American Chemical Society.` • While ocean plastic remains a daunting problem, this could be good news for the quest to control it. Export of plastic • These 10 waterways contribute between 88 and 95 percent of the total plastic load that oceans receive via debris by rivers rivers and would be good places to focus on better waste into the sea - management. Authors: Christian • The high fraction of a few river catchments contributing the vast majority of the total load implies that potential Schmidt, Tobias Krauth, mitigation measures would be highly efficient when Stephan Wagner applied in the high-load rivers • Reducing plastic loads by 50 percent in the 10 top-ranked rivers, would reduce the total river-based load to the sea by 45 percent. -
China Megastructures: Learning by Experience
AC 2009-131: CHINA MEGASTRUCTURES: LEARNING BY EXPERIENCE Richard Balling, Brigham Young University Page 14.320.1 Page © American Society for Engineering Education, 2009 CHINA MEGA-STRUCTURES: LEARNING BY EXPERIENCE Abstract A study abroad program for senior and graduate civil engineering students is described. The program provides an opportunity for students to learn by experience. The program includes a two-week trip to China to study mega-structures such as skyscrapers, bridges, and complexes (stadiums, airports, etc). The program objectives and the methods for achieving those objectives are described. The relationships between the program objectives and the college educational emphases and the ABET outcomes are also presented. Student comments are included from the first offering of the program in 2008. Introduction This paper summarizes the development of a study abroad program to China where civil engineering students learn by experience. Consider some of the benefits of learning by experience. Experiential learning increases retention, creates passion, and develops perspective. Some things can only be learned by experience. Once, while the author was lecturing his teenage son for a foolish misdeed, his son interrupted him with a surprisingly profound statement, "Dad, leave me alone....sometimes you just got to be young and stupid before you can be old and wise". As parents, it's difficult to patiently let our children learn by experience. The author traveled to China for the first time in 2007. He was blindsided by the rapid pace of change in that country, and by the remarkable new mega-structures. More than half of the world's tallest skyscrapers, longest bridges, and biggest complexes (stadiums, airports, etc) are in China, and most of these have been constructed in the past decade. -
Holistic Approach to Human Comfort
Peer Review Holistic approach to Human Comfort Kevin M Peddie1 and Michael J Soligo2 1 Rowan Williams Davies & Irwin Inc., Sydney, NSW, Australia 2 Rowan Williams Davies & Irwin Inc., Guelph, Ontario, Canada E-mail: [email protected], [email protected] ABSTRACT The consideration for human comfort in the urban plane has largely been focused on the wind speed that a pedestrian might experience due to the surrounding built form design, prevailing winds and site exposure. As such, wind criteria have been developed by councils for precincts around the world which are focused on the wind speed for safety as well as being aimed at providing comfortable conditions for the intended uses. However, human comfort is not only affected by the experienced wind force, but also temperature, relative humidity, solar radiation, clothing and other parameters. A comprehensive model has been developed by RWDI for the assessment of holistic human comfort, including accounting for seasonal climate variance. This can also be further refined to consider other key parameters such as noise and air quality. This paper will demonstrate the application of a developed human comfort model which has been carried out for projects in different climate zones. It will detail the importance of considering all aspects, holistically, when determining the true comfort level for an outdoor microclimate. Subsequently, discussion will be provided on how the design community and planning authorities could utilise this assessment to greatly improve the usability and enjoyment of public spaces. INTRODUCTION The assessment of pedestrian comfort in public domain spaces has become of increased importance in society, with growing concerns for the environment and the quality of life provided in urban contexts. -
Carbon Dynamics and CO2 and CH4 Outgassing in the Mekong Delta
Biogeosciences, 15, 1093–1114, 2018 https://doi.org/10.5194/bg-15-1093-2018 © Author(s) 2018. This work is distributed under the Creative Commons Attribution 4.0 License. Carbon dynamics and CO2 and CH4 outgassing in the Mekong delta Alberto V. Borges1, Gwenaël Abril2,3, and Steven Bouillon4 1Chemical Oceanography Unit, University of Liège, 4000 Liège, Belgium 2Programa de Geoquímica, Universidade Federal Fluminense, 24020015, Niterói, Brazil 3Laboratoire Environnements et Paléoenvironnements Océaniques et Continentaux, CNRS, Université de Bordeaux, 33405, Talence, France 4Department of Earth and Environmental Sciences, KU Leuven, 3001 Leuven, Belgium Correspondence: Alberto V. Borges ([email protected]) Received: 20 October 2017 – Discussion started: 24 October 2017 Revised: 3 January 2018 – Accepted: 6 January 2018 – Published: 22 February 2018 Abstract. We report a data set of biogeochemical variables inorganic carbon (δ13C-DIC) indicated intense organic mat- related to carbon cycling obtained in the three branches (Mey ter degradation that was partly mediated by sulfate reduc- Tho, Hàm Luông, CoOK Chiên) of the Mekong delta (BenOK Tre tion in sediments, as revealed by the slope of total alkalinity province, Vietnam) in December 2003, April 2004, and Oc- (TA) and DIC covariations. The δ13C-POC variations also tober 2004. Both the inner estuary (upstream of the mouth) indicated intense phytoplankton growth in the side channels, and the outer estuary (river plume) were sampled, as well presumably due to nutrient enrichment related to the shrimp as side channels. The values of the partial pressure of CO2 farming ponds. A data set in the mangrove creeks of the (pCO2) ranged between 232 and 4085 ppm, O2 saturation Ca Mau province (part of the Mekong delta) was also ac- level (%O2/ between 63 and 114 %, and CH4 between 2 quired in April and October 2004. -
Thomas Kerwin Thomas Kerwin Biography
THOMAS KERWIN THOMAS KERWIN BIOGRAPHY Before founding bKL Architecture, Thomas Kerwin was a Partner at Skidmore, Owings & Merrill (SOM) in Chicago, where he began his architecture career in 1986. At SOM, Kerwin developed a special expertise in the management of highly complex, large-scale urban projects across the globe. He lived and worked in Manila, Philippines, during the mid-1990s. Kerwin has BIOGRAPHY participated in the design and construction of significant commercial and civic buildings around the world over the past two decades, including the Greenland Financial Center in Nanjing, China; Pearl River Tower in Guangzhou, China; White Magnolia Plaza and Chongming Island Master Plan in Shanghai, China; Rockwell Center in Manila, Philippines; and the Broadgate Development Exchange House in London, England. These projects have led to numerous awards and worldwide recognition in the industry. Along with more than two decades of international experience, Kerwin is committed to civic endeavors and projects in the Midwest and at home in Chicago. Kerwin’s tireless efforts as a member of the Chicago 2016 Committee and as the Managing Partner of SOM’s Olympic team have earned him universal praise from the architectural community, city government, and business and civic leaders. His concern for the well being of urban and regional communities can be seen in his determination to positively shape their future. Kerwin is a Fellow of the American Institute of Architects (AIA) and a past President of AIA Chicago. He is on the Board of Directors of the Chicago Sports Commission. He is an active member of The Commercial Club of Chicago, The Economic Club of Chicago, Chicago Sister Cities International, The Chicago Council on Global Affairs, Urban Land Institute and Executives Club of Chicago. -
Human-Induced Hydrological Changes in the River Network of the Pearl River Delta, South China
GIS and Remote Sensing in Uvdrology, Water Resources and Environment (Proceedings of 1CGRHWE held at the Three Gorges Dam, China, September 2003). IAHS Publ. 289, 2004 197 Human-induced hydrological changes in the river network of the Pearl River Delta, South China XIAOHONG CHEN1 & YONGQIN DAVID CHEN2 1 Department of Water Resources and Environment, Zhongshan University, Guangzhou 510275, China eescxh(a>,zsu.edu.cn 2 Department of Geography and Resource Management, The Chinese University of Hong Kong, Shatin, NT, Hong Kong, China Abstract With the rapid socio-economic development and urbanization, dramatic changes of the hydrological characteristics have taken place in the river network of the Pearl River Delta (PRD) over the past decade. These changes can be mainly attributed to the combined effects of the following human activities: sand dredging in the river, reclamation of former flood- afflicted areas, connection of dykes, construction of numerous bridges, docks and sluices along the river and irrational regulation of water locks. Human activities, along with strong riverbed scouring and sea level rise, respectively, give rise to riverbed degradation and stage reduction in the upper river reaches of the Delta, but sedimentation and tidal backwater resistance in the river mouths. Corresponding to the stage changes, the stage-discharge relationship has been substantially modified, as evidenced by over 2-m drop of stage for the same amount of discharge in some river sections. The ratio of flow partition in river network of the PRD has also been changing continuously in recent years. This is an excellent indication of an increasingly larger portion of flow discharging from the Xijiang River channels into the river network of the Delta, which was found to be the main cause making the inner part of the PRD more and more vulnerable to flood in recent years.