WIND COMFORT ANALYSIS FOR ODDE

Similar documents
OPPDRAGSNUMMER STRANDVEIEN Vindanalyse

23/02/18. Pedestrian Wind Assessment Ladies Golf Club of Toronto Markham, Ontario Novus Project # February 23, 2018

Appendix 7. Wind and Comfort Impact Analysis

Wind Microclimate Assessment

31/10/17. October 31, HIP Developments Inc. 700 Rupert Street Waterloo, ON N2V 2B5

Urban Design Terms of Reference. Pedestrian. Wind Comfort and Safety Studies. June 2014

1700 Webster Street Oakland, CA. Final Report. Pedestrian Wind Conditions Consultation Wind Tunnel Tests RWDI # July 16, 2015

2 Bowen Crescent Residential Development, Melbourne

On the use of rotor equivalent wind speed to improve CFD wind resource mapping. Yavor V. Hristov, PhD Plant Performance and Modeling Vestas TSS

Venting Atmospheric and Low-pressure Storage Tanks API STANDARD 2000 SEVENTH EDITION, MARCH 2014

Post-mortem study on structural failure of a wind farm impacted by super typhoon Usagi

March 25, Katherine Grechuta MCIP, RPP, LEED AP Planner FoTenn Planning & Urban Design 223 McLeod Street Ottawa, ON, K2P 0Z8. Dear Ms.

Pedestrian Level Wind Study. 383 Slater Street. Ottawa, Ontario

ISO INTERNATIONAL STANDARD. Fluid power systems O-rings Part 2: Housing dimensions for general applications

ISO INTERNATIONAL STANDARD. Hydraulic fluid power Filter elements Determination of resistance to flow fatigue using high viscosity fluid

Sizing, Selection, and Installation of Pressure-relieving Devices in Refineries

Dear Mr. Nicolini: Qualitative Pedestrian Level Wind Assessment Montreal Road, Ottawa GWE File No.: DTPLW

The Practical Guide To Long Range Hunting Cartridges

Decision Making as the Wind Blows

Subject: Wind Impact Evaluation for the Facebook Campus Project, Menlo Park

Using Valve Performance in Gas Lift Design Software

Dear Ms. Maw: Qualitative Pedestrian Level Wind Assessment St-Charles Market, 135 Barrette Street, Ottawa GWE File No.

(Refer Slide Time: 0:36)

36 th Gas-Lift Workshop. Reverse Flow Check Valve Reliability and Performance Testing of Gas Lift Barrier Check Valves

Donald Ballanti, Certified Consulting Meteorologist, Wind Impact Evaluation for the Menlo Park Facebook Campus Project, August 26, 2011.

SITE AND BUILDING INFORMATION

Global Flow Solutions Mark Zagar, Cheng Hu-Hu, Yavor Hristov, Søren Holm Mogensen, Line Gulstad Vestas Wind & Site Competence Centre, Technology R&D

APPENDIX A Hydrodynamic Model Qualicum Beach Waterfront Master Plan

Pedestrian Level Wind Study. Greystone Village 10 Oblats Avenue. Ottawa, Ontario

Investigation on Deep-Array Wake Losses Under Stable Atmospheric Conditions

ASE SOLVENT CONTROLLER INSTALLATION INSTRUCTIONS Dionex Corporation

2018 OHIO FACT BOOK. A statistical guide to the Thoroughbred industry in Ohio. Prepared by The Jockey Club

2017 INDIANA FACT BOOK

COMPARISONS OF COMPUTATIONAL FLUID DYNAMICS AND

2018 INDIANA FACT BOOK

ISO INTERNATIONAL STANDARD

Surrounding buildings and wind pressure distribution on a high rise building

2018 LOUISIANA FACT BOOK

32 nd Gas-Lift Workshop. Optimizing Subsea Well Kick-off Operations Case Study Using FlowLift2

2018 MONTANA FACT BOOK

SITE AND BUILDING INFORMATION. March 28, 2018

Pedestrian Level Wind Study Bank Street. Ottawa, Ontario

2018 MICHIGAN FACT BOOK

ISO INTERNATIONAL STANDARD. Earth-mover tyres and rims Part 3: Rims. Pneumatiques et jantes pour engins de terrassement Partie 3: Jantes

2018 PUERTO RICO FACT BOOK

APPENDIX C: Wind and Wave Modelling

Upgrading Vestas V47-660kW

2018 MANITOBA FACT BOOK

QUESTIONS AND ANSWERS ON AUDIT PARTNER ROTATION REQUIREMENTS IN MALAYSIA

2018 KENTUCKY FACT BOOK

ISO 2944 INTERNATIONAL STANDARD. Fluid power systems and components Nominal pressures. Transmissions hydrauliques et pneumatiques Pressions nominales

U.S. Hot Tub Market YE 2017

Wellington Street : Wind Impact Qualitative Assessment. To Whom It May Concern, RE: Proposed Wellington Street Wind Impact Qualitative Assessment

2017 WEST VIRGINIA FACT BOOK

ISO INTERNATIONAL STANDARD. Small craft Watertight cockpits and quick-draining cockpits

Sheet Metal Design Guidelines

Firth of Forth. Passage Plans

Automated Steady and Transient CFD Analysis of Flow Over Complex Terrain for Risk Avoidance in Wind Turbine Micro-Siting

2019 WASHINGTON FACT BOOK

VLI Visible Level Interface Operation & Maintenance Manual

ISO INTERNATIONAL STANDARD

2017 BRITISH COLUMBIA FACT BOOK

c y a b a s k e t b a l l - p r a c t i c e r e s o u r c e s Offense MANUAL

June 3, Mr. Steven Grandmont, Chief Operating Officer Richcraft Group of Companies 2280 St. Laurent Boulevard Ottawa, Ontario K1G 4K1

ISO INTERNATIONAL STANDARD. Continuously hot-rolled stainless steel Tolerances on dimensions and form Part 2: Wide strip and sheet/plate

Pitching Skills and Drills

2018 NEW MEXICO FACT BOOK

Quantitative Risk Analysis (QRA)

Poland is one of the new countries, which seems to have the potential of being a large market for wind energy projects in the near future.

2018 MINNESOTA FACT BOOK

Pedestrian Level Wind Study. 398, 402, 406 Roosevelt Avenue. Ottawa, Ontario

2018 PENNSYLVANIA FACT BOOK

Predicting and simulating wake in stable conditions

2018 MASSACHUSETTS FACT BOOK

2017 OKLAHOMA FACT BOOK

2018 OKLAHOMA FACT BOOK

WSN: XXXXXX 101 ROME COURT FORT COLLINS, CO, PHONE #: (970) FAX #: (970) TO-Clean Manual

Gas Lift Valve Testing

2018 TEXAS FACT BOOK. A statistical guide to the Thoroughbred industry in Texas. Prepared by The Jockey Club

2018 FLORIDA FACT BOOK

ISO INTERNATIONAL STANDARD

2018 ILLINOIS FACT BOOK

Pedestrian Level Wind Study. Westgate Shopping Centre Redevelopment, Phase 1. Ottawa, Ontario

NATIONAL COMMISSION FOR THE CERTIFICATION OF CRANE OPERATORS (NCCCO) LIFT DIRECTOR TOWER CRANES LOAD CHART MANUAL

2015 IOWA FACT BOOK. A statistical guide to the Thoroughbred industry in Iowa. Prepared by The Jockey Club

E. Agu, M. Kasperski Ruhr-University Bochum Department of Civil and Environmental Engineering Sciences

20 POSSESSION DRILLS

NordFoU: External Influences on Spray Patterns (EPAS) Report 16: Wind exposure on the test road at Bygholm

centr a l loudoun basketball le ague - pr actice resources Dribbling MANUAL

Pedestrian Level Wind Study. 350 Sparks Street. Ottawa, Ontario

ISO INTERNATIONAL STANDARD. Gas cylinders Cylinder valves with integrated pressure regulators Specification and type testing

CAVING REGISTRATION LEVELS AND ASSESSMENT REQUIREMENTS

31 st Gas-Lift Workshop

Preventive Maintenance

TRAFFIC IMPACT ANALYSIS. For CHABAD LA JOLLA. Prepared for. Rabbi Baruch Ezagui. and. Edwin L. Laser, AIA. May 1, 2008

ISO INTERNATIONAL STANDARD. Earth-mover tyres and rims Part 3: Rims. Pneumatiques et jantes pour engins de terrassement Partie 3: Jantes

Pedestrian Level Wind Study. 409 Brant Street. Burlington, Ontario

Recommendations for the Risk Assessment of Buffer Stops and End Impact Walls

ISO 5355 INTERNATIONAL STANDARD. Alpine ski-boots Requirements and test methods. Chaussures de ski pour skis alpins Exigences et méthodes d'essai

ISO INTERNATIONAL STANDARD. Gas cylinders Specifications and testing of LPG cylinder valves Self-closing

Transcription:

1 2017-09-25

Disclaimer While Sweco considers that the information and opinions given in this work are sound, all parties must rely upon their own skill and judgment when making use of it. Sweco does not make any representation or warranty, expressed or implied, as to the accuracy or completeness of the information contained in this report and assumes no responsibility for the accuracy or completeness of such information. Sweco will not assume any liability to anyone for any loss or damage arising out of the provision of this report. This report is intended for use by the Cleint only, and Sweco does not take any responsibility for any liabilities as a consequence of use by other parties. If other parties will read or use this report including its annexes as a base for decisions, a reliance letter must be issued by Sweco. Copyright 2017 Sweco Energuide AB 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 prior written permission of Sweco Energuide AB. 2 2016-0-29

Prepared by: Gabriella Nilsson Reviewed by: Martin Danielsson Revision history Version Delivery date Description A 2016-12-23 Original report, Odde_daylight and wind_161223 B 2017-09-28 Simulation based on the new project plan. Wind comfort results are presented only for Kvarter B. C 2017-10-13 Simulation taking the balconies into account. Summer period is set to May-September 3

1. Conclusions and Recommendations, kvarter B Conclusion Recommendation A- Main squarearea between höghus H5, motionshall and matsal It is clear that the building shell (mantelbyggnad) at house H5 limits the westerly winds very well. This creates a comfortable wind climate east of the house where the main square is planned. This area is tolerable for short term sitting and for strolling, in total it is fine concerning wind comfort. There might be some windy spots at the comers of house H5 and close to the park entrance (Parkentré). No difference between winter- and summer time. No mitigation is needed. B- Parkentré Close to the house, where outdoor areas for the rental premises at ground plane are planned (maximum 3 m from the house facade), the wind comfort is fine. If sitting activities are planned further from the building some form of mitigation is needed, preferably vegetation. At the square, small hills with trees are planned in order to mitigate the traffic. The more windy spots here coincides rather well with the locations of these hills, which is an advantage for the wind comfort since it is assumed to decrease the wind speed and wind gusts. No major difference between winter- and summertime. 4

1. Conclusions and Recommendations, kvarter B Conclusion Recommendation C- Kista Alléväg Along Kista Alléväg it can be windy close to the höghus H5. This part of the road is unpleasant for short-term sitting but will be fine for strolling and cycling. This wind comfort in this area is slightly better in summertime than in winter time. If the area is intended for sitting activities some form of mitigation is needed, for example trees. No major difference between winter- and summertime. D- IBM-parken Most parts of the area is fine concerning wind comfort except for the parts mentioned in Parkentré and Kista Alléväg above. There is also a spot at the northern corner of house H5 that might be unpleasant for short term sitting. Consider if more vegetation should be used in this area. No difference between winter- and summer time. 5

2. Methodology The main objective of this analysis is to conclude on the wind comfort level in the outdoor areas of the Odde project. The methodology used to simulate the wind comfort is described in the following sections. 2.1 Simulation model and input data The modeling of the flow characteristics has been conducted based on a Computational Fluid Dynamics (CFD) model available through the UrbaWind64 software. The data described in the table below have been used as input to the model calculations. Input data Description Source Buildings in the project area Extracted from 3D surface data provided in DWG format. Strategisk Arkitektur Neighbor buildings Terrain elevation Extracted from 3D surface data provided in DWG format. The closest neighbor buildings have been considered. 3D drawing in STL format. The data file were simplified in order to reduce size of file. Terrain elevation data cover an area of 1.5 km x 1.5 km centered on the project area Strategisk Arkitektur Vegetation Extracted from 3D surface data provided in DWG format. Strategisk Arkitektur Climatology Modelled wind speed and direction data for the grid point with coordinates X:6 589 504, Y:666 702 (SWEREF99 TM), for the period 1993 2015. SMHI ConWx Mesoscale Data 6

2.2 The Davenport wind comfort criterion Wind comfort in different environments is typically assessed based on the Davenport comfort criterion. The Davenport comfort criterion has been defined by Davenport (1972) [1] for different pedestrian activities as presented in the table below. This criterion gives the maximum percentage of time during which the perceived wind speed may exceed 5 m/s during a normal wind year. Activity Cycling, walking fast Strolling Sitting for a short period of time Sitting for a long period of time Davenport criterion Tolerable Unpleasant Harmful 0 % 43 % 50 % 53 % 0 % 23 % 34 % 53 % 0 % 6 % 15 % 53 % 0 % 0.1 % 3 % 53 % 7

Occurrence frequency (%) 3.1 Long-term wind conditions at the site 3.1.2 Complete year Regarding the complete year, the predominant wind direction is westerly and southwesterly wind are most frequent. The long-term mean wind speed for a complete year is 3.7 m/s at 10 m above ground level. Wind speed histogram Wind speed rose 8

Occurrence frequency (%) 3. Results 3.1 Long-term wind conditions at the site 3.1.1 May to September period The predominant wind direction during May to September is west, southwest also being relatively frequent. The long-term mean wind speed for the period May to September is 3.6 m/s at 10 m above ground level. Wind speed histogram Wind speed rose 9

3.5 Wind comfort - Overview of the entire area 5.2 During a normal year Percentage of time (%) when the perceived wind speed exceeds 5 m/s 0 3 6 15 34 53 Tolerable short-term sitting Unpleasant Harmful 0 23 Tolerable strolling Unpleasant Harmful 34 53 10

3.5 Wind comfort - Overview of the entire area 5.2 During May- September Percentage of time (%) when the perceived wind speed exceeds 5 m/s 0 3 6 15 34 53 Tolerable short-term sitting Unpleasant Harmful 0 23 Tolerable strolling Unpleasant Harmful 34 53 11

3.5 Wind comfort - Overview of kvarter B 3.5.2 During a normal year Percentage of time (%) when the perceived wind speed exceeds 5 m/s 0 3 6 15 34 53 Tolerable short-term sitting Unpleasant Harmful 0 23 Tolerable strolling Unpleasant Harmful 34 53 12

3.5 Wind comfort - Overview of kvarter B 3.5.2 During May-September Percentage of time (%) when the perceived wind speed exceeds 5 m/s 0 3 6 15 34 53 Tolerable short-term sitting Unpleasant Harmful 0 23 Tolerable strolling Unpleasant Harmful 34 53 13

Bibliography [1] Davenport, A. G. An approach to human comfort criteria for environmental wind conditions, Proc. CIB/WMO Colloquium Teaching the Teachers, Swedish National Building Institute, Stockholm, 1972 14