DOCSLIB.ORG

Proceedings of the Fifth AWWARF/JWWA Water System Seismic

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Proceedings of the Fifth AWWARF/JWWA Water System Seismic Proceedings of the Fifth AWWARF / JWWA Water System Seismic Conference August 15 – 17, 2007 Proceedings of the Fifth Water System Seismic Conference August 15-17, 2007 East Bay Municipal Utility District Oakland, California Co-Sponsored by American Water Works Association Research Foundation East Bay Municipal Utility District Japan Water Works Association Taiwan Water Works Association Multidisciplinary Center for Earthquake Engineering Research American Water Works Association Research Foundation All rights reserved. Printed in the United States of America Copies of this report may be obtained from: American Water Works Research Foundation 6666 West Quincy Avenue Denver, CO 80235-3098 Telephone: 303-347-6100 Fax: 303-730-0851 Email: [email protected] Web site: www.awwarf.org Table of Contents Overview..........................................................................................................................................1 Participants List ...............................................................................................................................5 Agenda ...........................................................................................................................................17 KEYNOTE SPEECH Prof. Yosihiko Hosoi Tottori University, Japan, "Earthquake Countermeasures for Water Supply Systems from Standpoint of Residents" ........ Prof. Thomas O’Rourke Cornell University, US "Recent Advances in Research and Practice for the Seismic Performance of Water Supplies" ..................................................................................................................................25 SESSION 1 – SEISMIC MITIGATION MEASURES Mr. Masaru Oneda Tokyo Metropolitan Waterworks Bureau, Tokyo, Japan “Seismic Measures and its Emergency Plan of Tokyo Waterworks Bureau” .........................31 Ms. Chandrika Winston Memphis Light Gas and Water, Memphis, TN, US “Seismic Performance Objectives for MLGW Water Facilities Past, Present and Future” ....43 Mr. Shigeru Hataya Chiba Perfectural Waterworks Bureau, Chiba Perfecture, Japan “Anti-earthquake Measures of Chiba Perfectural Waterworks Bureau” .................................55 Ms. Elizabeth Bialek and Mr. Atta Yiadom, East Bay Municipal Utility District, Oakland, CA, US “A New Solution for a Hydraulic Fill Dam – The Case of San Pablo Dam”..........................65 Mr. Nobuhiro Hasegawa JFE Engineering Corporation (Japanese Water Steel Pipes Association), Yokohama, Japan “Manual for Improvement of Over Aged Reservoirs with Steel Plate” ..................................77 SESSION 2 – SEISMIC MEASURES FOR PIPELINES Mr. Hiroaki Miyazaki Osaka Municipal Waterworks Bureau, Osaka, Japan “Seismic Damage Estimation of Distribution Pipes” .............................................................91 Mr. David Tsztoo East Bay Municipal Utility District, Oakland, CA, US “Challenges of the Claremont Tunnel Seismic Upgrade Project” ........................................103 Mr. Yukio Mabuchi Waterworks & Sewerage Bureau, City of Nagoya, Japan “Earthquake Countermeasures in Nagoya” ..........................................................................115 Mr. Ahmed Nisar MMI Engineering, Oakland, CA, US “Fault Crossing Design of a Critical Large Diameter Pipeline” ...........................................127 SESSION 3 – OUTREACH, EDUCATION AND COMMUNICATIONS FOR EARTHQUAKE RISKS Mr. Kazuhiko Mizuguchi Kobe Municipal Waterworks, Kobe, Japan “Seismic Practices and Strategies of Public Relations in Kobe City”...................................139 Prof. Adam Rose University of Southern California, US “Regional Economic Analysis of Earthquake Losses, Mitigation and Resilience”...............151 Dr. Nagahisa Hirayama Disaster Reduction and Human Renovation Institute, Kobe, Japan “Participatory Planning in Development of Comprehensive Crisis Management Plan for Water Supply Authorities”...............................................................................................167 Mr. Luke Cheng San Francisco Public Utilities Commission, San Francisco, CA, US “Seismic Aspects of the SFPUC Water System Improvement Program” .............................179 Mr. Shinji Nakayasu Hanshin Water Supply Authority, Hyogo, Japan “Information Provision to Residents on Construction of Regulating Reservoir at Landslide Site Caused by an Earthquake”.............................................................................191 SESSION 4 – SEISMIC SYSTEM EVALUATIONS Mr. Kazutomo Nakamura Japan Water Works Association, Tokyo, Japan “A Case Study on How PIs Should Be Applied in Evaluating Seismic Performance Along with the Water Works Guidelines”.............................................................................203 Mr. Yasuhiko Sato Japan Water Research Center, Tokyo, Japan “Function Diagnosis Method to Improve Earthquake Resistance of Water Supply Facilities” ...............................................................................................................................215 Mr. Noboru Murakami Hachinohe Water Supply Authority, Hachinohe, Japan “Nejo Purification Plant Water System Facilities Today”.....................................................227 Mr. Hidehiko Aihara Yokohama City Waterworks Bureau, Japan “The Quakeproof Diagnosis of Waterworks Facilities in Yokohama City”..........................241 Ms. Crystal Yezman Santa Clara Valley Water District, San Jose, CA, US “Santa Clara Valley Water District Reliability Program, Implementing Improvements for Seismic Response”.................................................................................................................255 SESSION 5 – EARTHQUAKE STUDIES AND EVALUATIONS Prof. Masanobu Shinozuka University of California, Irvine, US “A Sensor Network for Real-Time Damage Location and Assessment” ..............................269 Mr. Munetaka Abe Japan Water Works Association, Tokyo, Japan “Damages to Water Supply Facilities by the Noto Peninsula Earthquake in 2007 and Restoration Works and Issues” ..............................................................................................277 Mr. Jianping Hu Los Angeles Department of Water and Power, Los Angeles, CA, US “Seismic Performance Evaluation of LADWP Water Supply System Using GIRAFFE”....289 Dr. Gee-Yu Liu National Center for Research on Earthquake Engineering, TAIWAN “Seismic Repair Rate Analysis and Risk Assessment of Water Pipelines”...........................303 Mr. Kuniaki Nakamura Fukuoka City Waterworks Bureau, Fukuoka, Japan “Emergency Measures - A Study of the Fukuoka West Offshore Earthquake”....................315 SESSION 6 – EMERGENCY RESPONSE Mr. Ken-ichi Koike Kanagawa Water Supply Authority, Yokohama, Japan “Water Supply Control and Management in Emergency in the Wide Area Water Supply – Using the Mutual Communication Raw Water Conveyance Facilities” ...............................329 Mr. Mike Ambrose East Bay Municipal Utility District, Oakland, CA, US “Multi-Hazard Emergency Preparedness at East Bay Municipal Utility District”................341 Dr. Siao-Syun Ke National Science & Technology Center for Disaster Reduction, TAIWAN “The Emergency Response Plan and Preparedness of Water Supply System in Taipei City under Earthquake” .................................................................................................................353 Mr. Steve Welch Contra Costa Water District, Concord, CA, US “Earthquake Response Planning – Gaining Control of Disaster”..........................................365 Prof. Tatsuo Ohmachi Tokyo Institute of Technology, Yokohama, Japan “Near-field Earthquake Displacements of the Non-liquefiable Ground Relevant to Damage to Buried Pipelines” ...................................................................................................................375 Discussion Session and Closing Remarks ...................................................................................385 Technical Tour.............................................................................................................................457 5th AWWARF/JWWA Water Seismic Conference Overview Experiences from past earthquakes have highlighted the vulnerability of water systems in seismic regions in the world. Earthquakes have resulted in catastrophic water service interruptions and millions of dollars in damages. Differing seismic mitigations practices are being developed by a wide variety of organizations in the United States, Japan and Taiwan. Each practice attempts to address specific observations from past earthquakes. Seismic mitigation measures can best be improved if these practices are gathered, critically examined and disseminated to the international seismic community. Through this process we can all learn from one another. The AWWARF/JWWA Water Seismic Conference were a series of joint workshops convened by the American Water Works Association Research Foundation (AwwaRF) and the Japan Water Works Association (JWWA). They brought together experts from utilities along with consultants and academicians from the United Sates, Japan and Taiwan to discuss both the differences and similarities of the seismic practices for water systems. Participation was strongly emphasized to focus on practical and useful information generated from experience and research. The workshops further promote the corporation and collaboration among the participating organizations in developing the state-of-the-art technologies of improving earthquake preparedness and response.
Load more

Recommended publications
  • Paper Number 064
    Improving the Seismic Resilience of Lifeline Tunnels V.S. Romero Jacobs Associates, Auckland, New Zealand. R.J. Caulfield Jacobs Associates, San Francisco, California, USA. 2012 NZSEE Conference ABSTRACT: Earthquakes subject tunnel linings to transient strains due to ground shaking, and can cause localized permanent strains in zones of fault rupture. These issues are discussed with respect to seismic analyses and design strategies. Most underground structures are flexible in relation to the ground, and these structures will be subject to the same strains as the ground in which they are embedded, yet such strains often do not drive structural design. However, without design detailing to create strain compatibility, large changes in structural flexibility can create undesirable changes in strain due to seismic shaking. Similarly, while it is impossible to design a tunnel lining to resist discrete fault movement, measures can be taken to minimize damage and facilitate repair following a major earthquake. Two case histories illustrate these concepts: (1) the Bay Tunnel in Santa Clara County, California, a new water supply tunnel in soft ground near active faults and subject to severe seismic shaking; and (2) the Claremont Tunnel Seismic Upgrade in Berkeley, California, retrofit of a water supply tunnel crossing an active fault. 1 PERFORMANCE OF TUNNEL STRUCTURES IN EARTHQUAKES Earthquakes impart additional incremental loads on tunnel support, subject tunnel linings to transient strains due to ground shaking, and can cause localized permanent strains in zones of fault rupture. Therefore, the three fundamental seismic design considerations for tunnels involve: (1) the additional seismic load imposed on the tunnel support; (2) the ground strains induced by seismic wave propagation; and (3) the localized displacements induced by fault rupture.
    [Show full text]
  • Supplementary Chapter: Technical Notes
    Supplementary Chapter: Technical Notes Tomoki Nakaya, Keisuke Fukui, and Kazumasa Hanaoka This supplementary provides the details of several advanced principle, tends to be statistically unstable when ei is methods and analytical procedures used for the atlas project. small. Bayesian hierarchical modelling with spatially structured random effects provides flexible inference frameworks to T1 Spatial Smoothing for Small-Area-­Based obtain statistically stable and spatially smoothed estimates of Disease Mapping: BYM Model and Its the area-specific relative risk. The most popular model is the Implementation BYM model after the three authors who originally proposed it, Besag, York, and Mollié (Besag et al. 1991). The model T. Nakaya without covariates is shown as: oe|θθ~Poisson Disease mapping using small areas such as municipalities in ii ()ii this atlas often suffers from the problem of small numbers. log()θα=+vu+ In the case of mapping SMRs, small numbers of deaths in a iii spatial unit cause unstable SMRs and make it difficult to where α is a constant representing the overall risk, and vi and read meaningful geographic patterns over the map of SMRs. ui are unstructured and spatially structured random effects, To overcome this problem, spatial smoothing using statisti- respectively. The unstructured random effect is a simple cal modelling is a common practice in spatial white noise representing the geographically independent epidemiology. fluctuation of the relative risk: When we can consider the events of deaths to occur inde- vN~.0,σ 2 pendently with a small probability, it is reasonable to assume iv() the following Poisson process: The spatially structured random effect models the spatial correlation of the area-specific relative risks among neigh- oe|θθ~Poisson ii ()ii bouring areas: where oi and ei are the observed and expected numbers of wu deaths in area i, and is the relative risk of death in area i.
    [Show full text]
  • Disaster Preparedness for Natural Hazards in Japan (Case Studying in Hyogo Prefecture)
    Disaster Preparedness for Natural Hazards in Japan (Case Studying in Hyogo Prefecture) By N.P. Madawan Arachchi (Fulfillment of Visiting Researcher Program in Asian Disaster Reduction Center, Kobe, Japan) N.P Madawan Arachchi Visiting Researcher (Aug-Nov2014) ADRC I Acknowledgement First and foremost, I would like to express my sincere gratitude and lots of thanks Mr. Kiyoshi NATORI, Executive Director of ADRC offering me this valuable opportunity to helping member countries to develop the human resource capacity of officers who are involving in disaster risk management activities. Thank you Sir. I would like to offer my sincere thanks Ms. Yumi Shiomi– Senior Researcher of Asian Disaster Reduction Center (ADRC) as coordinator of this program giving valuable service to every time and supporting all the time beyond the expected. She had done a best hospitality during our memorable stay in Japan and fully involved in our research activities during the program. I offer my special thanks Mr. Makoto Ikeda, Mentor, helping me greatly to be success this research program. He helped me giving advice and doing translation which was most difficult task I have faced for finding and delivering information. Sir, I appreciate your valuable service. Further, I offer my gratitude to all staff members of ADRC giving supports and helping me all the time in numerous manners. Specially Senior Researchers, Researchers, Administrative and supporting staffs. I remind your valuable, memorable service giving us during staying in beautiful Japan. An appreciation and best regards to our Japanese Teacher (Sensei) Mr. Shoji Kawahara, being a good talented teacher that always passionate to teach us the Japanese’s language, culture, foods and others important information.
    [Show full text]
  • Aikawa Town Guide Book
    Free Taking a look around Aikawa, So many things to do So many things to see! AikawaAikawa TownTown GuideGuide BookBook “Ai”“Ai” means means “Love”“Love”愛愛AiAi Aikawa is a town of love. So huge, so lovely! I’ m amazed Look, there are beautiful flowers at the power of the cascade! blooming throughout the year. (^o^) The beauty of this wonderful old residence shows the love of the carpenters of old. “450 years ago, a fierce battle took place and this stone marks the battleground.” I see... Town Areas and Sightseeing Spots Ken-O Expressway Wide Area Map Sagamihara IC Ken-O Expressway Sagamihara City Map of Places to See in AikawaKen-o-Do (Metropolitan Inter-City Expressway) Sagamihara City Aikawa Town Sagamihara Aikawa IC Horinouchi Uedana Kiyokawa Village Miyagase Dam: page 4 Hattori Dairy Farm: page 5 Mimase Park Atsugi City Battle of Mimase Pass: page 10 Mimase Park Athletic Ground Hattori Dairy Farm Rainbow Plaza Textile Association Prefectural Aikawa Park Shingen's Banner Tree Hinata Bridge Banda Station Hanbara Hinata Asari Grave Suzuki Confectionery and Shrine Miyagase Dam Aikawa Ohashi Bridge Boarding point for dam site pleasure boat Sagami Line Arts and Crafts Village Aikawa Forestry Association Mimase Prefectural Central Takata Bridge Water and Matsubazawa Fireflies Habitat High-tech Laboratory Estate Lake Miyagase Energy Museum Local museum Aikawa Bridge Suwa Shrine Mimase Takata Hashigiwa Osawa waterfall Prefectural Aikawa Hanbara Elem. Sagami river Ishigoya Dam Community Village Rankaya Hanbara Hanbara shogakko Iriguchi Sumida Kanagawa Central Poultry Farming Association Anzu no Shippo Bakery Battle of Mimase Pass Aikawa Solar Park battlefield marker Takamine Elem.
    [Show full text]
  • Environmental Peer Review Report
    Environmental Peer Review Report For the Noise, Air Quality, and Greenhouse Gas Technical Analyses prepared for the I-5 Rose Quarter Improvement Project Environmental Assessment PREPARED FOR THE URBAN MOBILITY OFFICE, OREGON DEPARTMENT OF TRANSPORTATION MAY 31, 2020 This page intentionally left blank. ENVIRONMENTAL PEER REVIEW PANEL: Song Bai, Ph.D., P.E., Manager, Emissions and Community Exposure Assessment, Bay Area Air Quality Management District Andrew Eilbert, MS, Physical Scientist, Environmental Measurement and Modeling Division, US Department of Transportation Volpe Center Deborah Jue, MS, Principal and CEO, Wilson Ihrig Acoustics, Noise and Vibration Beverly Scott, Ph.D., CEO, Beverly Scott and Associates Tim Sexton, MS, MPH, AICP, ENV SP, Assistant Commissioner, Chief Sustainability Officer, Minnesota Department of Transportation Charles Shamoon, J.D., Assistant Counsel, New York City Department of Environmental Protection REPORT PREPARED ON BEHALF OF THE ENVIRONMENTAL PEER REVIEW PANEL BY: GRACE CRUNICAN, CRUNICAN LLC. WITH TECHNICAL ASSISTANCE FROM: ANGELA J. FINDLEY, WSP This page intentionally left blank. Table of Contents Peer Review Panel and Process ..........................................................................................................1 Noise Technical Analysis.....................................................................................................................2 Air Quality Technical Analysis .............................................................................................................5
    [Show full text]
  • Tectonic Creep in the Hayward Fault Zone, California
    GEOLOGICAt SURVEY CIRCULAR 525 COVER: Looking northwest along the Hayward fault zone from Oakland to Berkeley, Calif. Lake Temescal in middle foreground, San Francisco Bay in background. Photograph courtesy Clyde Sunderland, aerial photographer. Oakland. TECTONIC CREEP IN THE HAYWARD FAULT ZONE CALIFORNIA View looking northwest along the Hayward fault zone (dotted), Fremont to Oakland. Irvington district of hremont in loreground. banrrancisc Bay in background. Photograph courtesy Clyde Sunderland, aerial photographer, Oakland. Tectonic Creep in the Hayward Fault Zone California INTRODUCTION By Dorothy H. Radbruch and M. G. Bonilla DAMAGE TO CULVERT UNDER MEMORIAL STADIUM UNIVERSITY OF CALIFORNIA, BERKELEY By Dorothy H. Radbruch and Ben J. Lennert, Lennert and Associates CRACKS IN THE CLAREMONT WATER TUNNEL By F. B. Blanchard and C. L. Laverty, East Bay Municipal Water District DEFORMATION OF RAILROAD TRACKS IN FREMONT, CALIFORNIA By M. G. Bonilla CREEP IN THE IRVINGTON DISTRICT, FREMONT, CALIFORNIA By Lloyd S. Cluff, Woodward-Clyde-Sherard and Associates and Karl V. Steinbrugge, Pacific Fire Rating Bureau Geological Survey Circular 525 Washington 7966 United States Department of the Interior WALTER J. NICKEL, Secretary Geological Survey William T. Pecora, Director First printing 1966 Second printing 1966 Third printing 1966 Fourth printing 1968 Fifth printing 1970 Free on application to the U.S. Geological Survey, Washington, D.C. 20242 CONTENTS Page Page Abstract ______ ______________________ 1 Deformation of railroad tracks in Introduction _________________________ 1 Fremont, California _______________ 6 Damage to culvert under Memorial Creep in the Irvington district, Stadium, University of California, Fremont, California ______-_____-_- 8 Berkeley __________________________ 3 Selected references________--__-__-.._ 12 Cracks in the Claremont water tunnel___ 6 ILLUSTRATIONS Page Frontispiece.
    [Show full text]
  • Construction and Integration of Gis Databases for Risk Assessment of Nationally Designated Cultural Properties Due to Earthquakes and Typhoons in Japan
    22nd CIPA Symposium, October 11-15, 2009, Kyoto, Japan CONSTRUCTION AND INTEGRATION OF GIS DATABASES FOR RISK ASSESSMENT OF NATIONALLY DESIGNATED CULTURAL PROPERTIES DUE TO EARTHQUAKES AND TYPHOONS IN JAPAN Y. Futagami a, *, M. Morii a, T. Kumamoto b a National Research Institute for Cultural Properties, Tokyo, 13-43, Ueno Park, Taito-ku, Tokyo 110-8713 Japan - (futa, morii)@tobunken.go.jp b Department of Earth Science, Okayama University, 3-1-1, Tsushima-naka, Kita-ku, Okayama 700-8530 Japan - [email protected] KEY WORDS: earthquake, typhoon, risk assessment, nationally designated cultural properties, GIS ABSTRACT: For protecting cultural properties from natural disasters, constant effort for comprehensive strategy including risk assessment and rescue simulation is necessary. Whether a cultural property is damaged or not by a certain natural disaster is controlled by the (1) magnitude of disaster, (2) distance between the cultural property site and the disaster source, (3) surrounding environment, and (4) vulnerability of the cultural property itself or the storage building for the case of movable property. For these reasons, the use of geographic information system (GIS) is considered to be effective in estimating damage as precaution to cultural properties, immediate and rescue of them at the time of disasters by integrating their spatial and attribute information. In Japan, earthquakes and typhoons are two of major natural disasters, so we assessed the risk by integrating the GIS databases of cultural properties and these natural disasters. We calculated the probabilities of occurrence of intraplate earthquakes ≥ JMA seismic intensity 5+ in 50 years, and overlaid with the GIS database of nationally designated cultural properties.
    [Show full text]
  • The Takeda Residence Remains of Takaoka Castle Remains of Kibune
    The Heritage of the Castle Town The Heritage of the Castle Town Takaoka's 400 year history begins with the vision of Toshinaga Maeda. 3 Remains of Kibune Castle L! I 【Prefecturally Designated Historical Site】 Y ◆ opening hours ★ admission ☆ holiday 1 telephone ○ transportation（car） ● transportation（other） This castle was said to have been built by Ishiguro One of Japan's When Minamoto no Yoshitsune was Odakeyabu One of Japan's Top 100 Parks most famous Taro Mitsuhiro on the Kibune Plain in 1184. In 1585, fleeing to the north from his brother Sannomaru Ikenohata Pond moated parks! Yoritomo, it is said that he stopped here Honmaru Bridge Lord Maeda Toshiie granted it to his youngest son, （West outer Moat） on the way. According to legend, the Statue of Hidetsugu, as his residence. However it was destroyed hand and foot impressions you can still The original stone walls still remain Honmaru Toshinaga Maeda in the great Tensho Earthquake of the same year. see are those of his retainer, Benkei. on each side of the bridge between The Forest of Arts Akimaru Honmaru and Ninomaru Nino Bridge After the castle was destroyed, Inner WestMoat Honmaru Hiroba those who lived nearby settled （Open space） Public Nakanoshima in an area of Takaoka City, and Ninomaru Assembly Hall WC Choyo Waterfall WC as a result that district is still Benkei's fist imprint Benkei's footprint Kajimaru called Kibune. Ninomaru Ichino Bridge Odakeyabu Archery Hall One of Japan's '100 Famous Castles' Chushun Remains of Kibune Castle／○ From Noetsu Expressway Fukuoka I.C: 1 minute 7 Keta Shrine Main Hall 【Important Cultural Asset】 Bridge Choyo Bridge WC Panorama Outer SouthMoat Imizu Shrine WC This shrine is one of the oldest in all of Toyama Prefecture, dating from as The Takeda Residence far back as the 8th century.
    [Show full text]
  • Download This Issue
    League of Women Voters of the Bay Area Education Fund 40THANNIVERSARY BAY ARea MONITOR YEAR Reviewing Regional Issues April/May 2015 Volume 40, Number 5 Since 1974-75 Bay Area Monitor History, Part IV By Leslie Stewart The decade between 1995 and 2005 The region continued to have problems included the dot-com bubble, 9/11, meeting its ozone reduction goals, and the birth of social media. And in but a new statewide plan to increase the Bay Area, as seen through articles the number of “clean vehicles” was in the Bay Area Monitor, these years being implemented, and the terms EV also included hydrogen fuel cell buses, (electric vehicle), LEV (light electric Caltrain’s “Baby Bullet,” and the first vehicle), and ZEV (zero-emission push to address climate change. vehicle) entered the acronym list for the Several themes dominated Monitor. Reformulated gasoline was Monitor coverage during that another solution, although the additive period: environmental protection, MTBE (methyl tertiary-butyl ether) infrastructure (from transportation to proved to have its own environmental water supply), and integrated regional side effects. planning. Articles in 1995 discussed Air particulates drew increased air toxics, earthquake preparation, attention, and in 1998, the Bay Area Air and the linkages between land use, Quality Management District passed a transportation, and air quality. The resolution establishing a model wood themes may not have changed, but the smoke ordinance that local governments strategies did. By 2005, some of the could adopt to protect their residents. topics were regulating idling vehicles, To combat particulates from diesel intelligent transportation systems, and exhaust, Air District grants enabled the health impacts of development purchases of cleaner freight trucks patterns.
    [Show full text]
  • International Review for Spatial Planning and Sustainable Development
    Volume 6, No. 4 (2018) International Review for Spatial Planning and Sustainable Development SPSD Press from 2010 SPSD Press from 2010 International Review for Spatial Planning and Sustainable Development For investigation regarding the impact of planning policy on spatial planning implementation, International Community of Spatial Planning and Sustainable Development (SPSD) seeks to learn from researchers in an integrated multidisciplinary platform that reflects a variety of perspectives— such as economic development, social equality, and ecological protection— with a view to achieving a sustainable urban form. This international journal attempts to provide insights into the achievement of a sustainable urban form, through spatial planning and implementation; here, we focus on planning experiences at the levels of local cities and some metropolitan areas in the world, particularly in Asian countries. Submissions are expected from multidisciplinary viewpoints encompassing land-use patterns, housing development, transportation, green design, and agricultural and ecological systems. Copyright©2010 SPSD Press. All rights reserved IRSPSD INTERNATIONAL ISSN 2187-3666 (Online) International Review for Spatial Planning and Sustainable Development https://www.jstage.jst.go.jp/browse/irspsd http://spsdpress.jimdo.com/volumes/ http://dspace.lib.kanazawa-u.ac.jp/dspace/bulletin/irspsd International Review for Spatial Planning and Sustainable Development Volume 6, No. 4, 2018 SPSD Press from 2010 International Review for Spatial Planning and Sustainable Development SPSD Press from 2010 Editor-in-chief Zhenjiang SHEN School of Environmental Design Kanazawa University, Kakuma Machi, Kanazawa City, Japan, 920-1192 [email protected]; [email protected] Tel.0081-76-234-4650 Associate Editors GAO, Xiaolu, Prof. PhD, Chinese Academy of Sciences MOON, Tae-Heon, Prof.
    [Show full text]
  • Numerical Response of Concrete-Lined Tunnels Crossing Active Faults
    AN ABSTRACT OF THE DISSERTATION OF Stephanie Lange for the degree of Doctor of Philosophy in Civil Engineering presented on May 16, 2019. Title: Numerical Response of Concrete-Lined Tunnels Crossing Active Faults Abstract approved: Scott A. Ashford A challenge for municipal authorities of growing urban areas is to provide larger and faster transportation and utility networks that are safe and resilient to signif- icant disruptions after an earthquake event and other disasters. Urban regions, like the San Francisco Bay or the Los Angeles area, are situated in seismically ac- tive regions. In these areas, underground structures, such as water ducts or metro tunnels, must cross active faults to ensure population sustainability. It is commonly known that earthquakes with magnitudes greater than M6.0 can cause significant damage to tunnels in seismically active areas. In particular, large strains due to fault offsets and ground shaking can lead to severe damage in the tunnel lining, (e.g., concrete spalling), which can lead to potential closure and disruptions to the transportation network. Examining the behavior of concrete lined transportation tunnels built through active fault zones is critical to ensure resilient design and safe operations. Under- standing the response of tunnels crossing active faults will further inform reha- bilitation and maintenance measures and support tunnel safety. A 2D model of a circular reinforced concrete tunnel crossing an active fault is developed within the finite element framework OpenSees. A parametric study with varying struc- tural and ground properties is performed. The effects of earthquake magnitude, geology, fault zone width, and structural properties of the tunnel are studied and assessed to develop novel tunnel design strategies to accommodate large fault mo- tions and to minimize tunnel service disruptions.
    [Show full text]
  • A Brief History of the East Bay Municipal Utility District, and A
    "'II ~tJ 841-657A j!lj ii ,ii •, 'i \"+'ATE~ tI I ... II -.: 1. 1.: I l; • / ~ , , ... , I!, I,,'!; ~1 ,,1 ( ') ,. ji ./ ..,-, ~ .. ·-' .l (· /f.,• .• ·:J. I,; ·,: '-·· :' :!i ,, .J ~ .. ·· ~:'\.Y· ~ ... The Story of WATER A Brief Hist?ry of the East Bay Municipal Utility District and A Description of the Source, Transmission, Treatment and Distribution of the Water Supply to the Cities within its Boundaries v EAST BAY MUNICIPAL UTILITY DISTRICT , (1 a Comprising Oakland, Berkeley, Alameda, Richmond, Piedmont, Albany, San Leandro, Emeryville, El Cerrito, Castro Valley and Lafayette Main Office : 512 Sixteenth Street OAKLAND, CALIFORNIA ~\ f;\'3 1.. ?:i BO\RDDFDIRECTORS Why the Mokelumne Project GEO. C. ~E-PRESllENT ALFRED LATHAM-VICE PRESIDENT Was Built GRANTO.Mill.ER HENRY A.JOHNSTON FRANK D.STRINGHAM T.P.WrTTS0£N JOHN H. KIMBALL Water is a vital commodity. A shortage of water means incon­ ATTORNEY ACCOJNTANT ltCltCTNl'I' venience, lack of water means disaster. The nine East Bay cities CIOAAM.I..O.MU (.lNTIIIAL,11.U stretching from San Leandro to Richmond were favored by nature C.to.A.WOOOl..AN) with an unusually fortunate position as regards their water sup­ fl[LO ASllSTAHT ply during the early part of their growth. The cities sprang up on the lowlands fronting the Bay, having at their back door and within a very few miles a range of hills usable as runoff areas and F:W.HANNA CHtEF' ENGINEER & GENERAL MANAGER catchment basins. The development of a water supply for these young communities was comparatively simple and inexpensive. OCPAIIThl[NT About forty thousand acres of land in the hills were set aside as a T.
    [Show full text]