Tree acclimation to wind : how trees filters the chronic winds to acclimate to high winds

Size: px
Start display at page:

Download "Tree acclimation to wind : how trees filters the chronic winds to acclimate to high winds"

Transcription

1 Tree acclimation to wind : how trees filters the chronic winds to acclimate to high winds Vivien Bonnesoeur, Thiéry Constant, Meriem Fournier, Bruno Moulia 1

2 Introduction Tree acclimation is a key La factor montagne, for wind 16 sept risk 2015modeling Increasing level of exposure (forest edge, elevations...) decreasing levels of risk 2

3 2 version of GALES to calculate the critical wind speed : Roughness method TMC method = based on the acclimation of tree dimensions to chronic wind load Slope =Tc(kg) D 1,32 H or D 1,3 3 (m3) 3

4 A very promising method but it needs further validation : only one study influence of wind climate? influence of tree growth (species, age)? Objectives of this talk : Confirm the genericity of the method thigmomorphogenesis = driver of the acclimation Focus on wind-induced strain M max =a D 3 u 2 ε max = M max E D = a u2 3 E Strain regime uniform among trees of different dimensions Trees can sense wind-induced strain which trigger growth responses = thigmomorphogenesis Mecanism for the regulation of strain regime of trees 4

5 Introduction Even in a even-aged stand there is variability in tree size. contrasted social class Different priority? Dominant = Large crown exposed to sun and wind. Large stem 1) To protect from the wind 2) Light foraging Suppressed = sheltered from the wind, high competition for light. Small stem 1) Light foraging 2) To protect from the wind suppressed dominant Hypothesis : Dominant and suppressed trees experience the same strain regime 5

6 Materials & methods stand 6

7 Materials & methods The stand Beech stand Even aged stand from a natural regeneration Age : years Hauteur dominante = 15 m Well acclimated to the wind (never thinned) 7

8 Materials & methods The stand 8

9 Materials & methods The stand 15 pairs of dominant-suppressed trees 9

10 Materials & methods The stand 15 pairs of dominant-suppressed trees Circumference at BH (mm) Height (m) Crown depth (m) Suppressed dominant Suppressed dominant Suppressed dominant 10

11 Materials & methods The wind 2D sonic anemometers : At local canopy top (12m), At the dominant height of the stand (15m) Synthetic descriptors over 30min periods Wind speed Mean, Maximum, Standard error, Most frequent wind direction 11

12 Materials & methods Wind induced longitudinal strain Strain gauges glued on homemade transducer Synthetic descriptors over periods of 30 min Maximum Mean Standard error Averaged on the stem cross section Sampling rate = 8Hz 12 12

13 Materials & methods Statistical analysis Large variability of the strain regime over a year: Comparison of the strain regime between trees during contrasted situations: phenology : Leaf-off Leaf-on Marcescence Wind direction West South-West South (prevailing winds) North-East Other directions Wind rose for

14 Materials & methods Statistical analysis Random sampling with replacement of the wind speed Number Maximal wind speed (m/s) Maximal wind speed (m/s) Linear mixed effect model log (ε i,t )=a+a i +(b+b i ) log(u t )+e i,t 14

15 15 Maximal strain over 30 min (%) Results S-SW NE Auther directions L e af - o n M ar ce sc e nc e L e af - of f Maximal wind speed over 30 min m/s)

16 Discussion Hypothesis: Dominant and suppressed trees experience the same strain regime, whatever the period of the year They acclimate to winds in the same way 16

17 Discussion Hypothesis: Dominant and suppressed trees experience the same strain regime, whatever the period of the year They acclimate to winds in the same way However, Strain regime presents variations over the year Maximal strain over 30 min (%) 17 Maximal wind speed over 30 min m/s)

18 Discussion Confirm the generality of the TMC method. 1:6 range of stem strenght trees are spread over 1 ha but no evident spatial effect in the residuals >1500 hours/tree Phenology influence more the tree behaviour than wind direction Extrapolation to Critical wind speed? b ε max =a u max Influence of the exponent b : 1,4-2,4 CWS ( m/s) 18

19 influence of tree growth (species, age)? Objectives of this talk : Confirm the genericity of the method thigmomorphogenesis = driver of the acclimation 19

20 Introduction «Trees acclimate to the chronic winds» is rather vague Complexity of the wind regime Wind spectrum in Europe 20

21 Introduction 1 day Thermal winds Convectives cells 21

22 Introduction : perception des déformations des arbres en forêt Le régime de déformation d'un arbre est complexe et riche en information sur son environnement : Vents chroniques 4 days in Europe Forcing of the surface winds by geostrophic winds regime depending on synoptic scale events : low and high pressure area... 22

23 Hypothesis Only the strongest winds are sensed by trees Suppressed and dominant trees acclimate to winds in the same way : they have the same thigmomorphogenetic responses 23

24 Materials & methods Radial growth Automatic point dendrometer Sampling rate = 1 point/ 30min 24 24

25 Materials & methods Radial growth 25 Croissance journalière (rouge) = croissance du point le plus bas de la journée 25

26 Materials & methods Strain regime G G 5 strain regime of different intensity (6 trees / treatement) : Nat S Nat S G : Guying Nat S : natural strain Nat S + S=0,015 % : natural strain + imposed strain of 0,015 % daily wind speed peak Nat S + S=0,015 % Nat S + S=0,015 % Nat S + S=0,04 % : natural strain + imposed strain of 0,04 % wind speed peak of a mean synopticscale events (1 / week) Nat S + S=0,15 % : natural strain + imposed strain of 0,15 % wind speed peak of an extreme synoptic-scale events (1 / year) Nat S + S=0,04 % Nat S + S=0,15 % 26 time maximal wind speed (m.s -1 ) Nat S + S=0,04 % Nat S + S=0,15 %

27 Matériels et méthodes Radial growth R(t)= t M e 1 e exp ( (t 0 t ) +1 ) t t f M t t 0 Non linear mixed effect model (Gompertz growth curve) : Effect of thigmomorphogenesis on t 0, M and t? 27

28 a b b b b Cumulative growth (mm) a b b b b a a a a a G Nat S 28 Nat S + S=0.015 % Nat S + S=0.04 % Nat S + S=0.15 % Results Between treatements M t 0 T Nat S+S=0,15 % S<0,15 % t f t 0 M t

29 Time Results Between trees of contrasted social status Dominant trees Suppressed trees Nat S + S=0,15 % +0,9mm +76 % Nat S + S=0,15 % S<0,15 % +0,7mm +156 % S<0,15 % 29

30 Discussion How are sensed the chronic winds? The daily wind speed peaks are filtered out Only the strongest wind speed are sensed by the trees Thigmomorphogenesis triggered by surface winds forced by geostrophic wind: Relevant information for acclimation to wind since such kind of wind 30 can be responsible for damaging storm

31 Discussion How do trees from contrasted social status sense the wind? absolute same radial response require stronger changes in the biomass allocation for suppressed tree 31

32 Conclusion Uniform strain regime between trees, regardless the phenology or wind directions validity of TMC basis in a different context extrapolation of such a method for critical wind speed? Strain sensing induces growth that drive strain regulation between trees focusing on wind surface forced by synotpic winds (not on annual mean wind speed) absolute growth response similar among the trees! thigmomorphogenesis could be involved in the determinism of social status Basis for a dynamical tree growth model wind dependent duration of the acclimation? 32

33 Conclusion dd dt =Pot 2 +Th 2 f [ε (t ) ε 0 ] dm dt =Pot 1 +Th 1 f [ε (t ) ε 0 ] ε (t )= a M (t ) U b (t ) D 3 (t ) Tree growth (diameter, dd dt =Pot 2 +Th 2 [exp[ ( ε 0 D3 (t ) a M f (t ) λ b)k/b]] 33

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

E. Agu, M. Kasperski Ruhr-University Bochum Department of Civil and Environmental Engineering Sciences EACWE 5 Florence, Italy 19 th 23 rd July 29 Flying Sphere image Museo Ideale L. Da Vinci Chasing gust fronts - wind measurements at the airport Munich, Germany E. Agu, M. Kasperski Ruhr-University Bochum

More information

The Influence of Ocean Surface Waves on Offshore Wind Turbine Aerodynamics. Ali Al Sam

The Influence of Ocean Surface Waves on Offshore Wind Turbine Aerodynamics. Ali Al Sam The Influence of Ocean Surface Waves on Offshore Wind Turbine Aerodynamics Ali Al Sam What I m going to wear today? Do I need to leave early to get to work? Taking buss or riding bike? Where will we drink

More information

Wind Project Siting & Resource Assessment

Wind Project Siting & Resource Assessment Wind Project Siting & Resource Assessment David DeLuca, Project Manager AWS Truewind, LLC 463 New Karner Road Albany, NY 12205 ddeluca@awstruewind.com www.awstruewind.com AWS Truewind - Overview Industry

More information

LATLAS. Documentation

LATLAS. Documentation LATLAS Documentation 27.07.2017 1. Project's presentation The LATLAS project aims at supplying an interactive Internet platform with an atlas of waves for the main Swiss lakes. The characteristics of waves

More information

Forest Winds in Complex Terrain

Forest Winds in Complex Terrain Forest Winds in Complex Terrain Ilda Albuquerque 1 Contents Project Description Motivation Forest Complex Terrain Forested Complex Terrain 2 Project Description WAUDIT (Wind Resource Assessment Audit and

More information

Currents measurements in the coast of Montevideo, Uruguay

Currents measurements in the coast of Montevideo, Uruguay Currents measurements in the coast of Montevideo, Uruguay M. Fossati, D. Bellón, E. Lorenzo & I. Piedra-Cueva Fluid Mechanics and Environmental Engineering Institute (IMFIA), School of Engineering, Research

More information

3D Nacelle Mounted Lidar in Complex Terrain

3D Nacelle Mounted Lidar in Complex Terrain ENERGY 3D Nacelle Mounted Lidar in Complex Terrain PCWG Hamburg, Germany Paul Lawson 25.03.2015 1 DNV GL 125.03.2015 SAFER, SMARTER, GREENER Agenda Introduction and Project Background Lidar Specifications

More information

MODELLING OF FUME EXTRACTORS C. R.

MODELLING OF FUME EXTRACTORS C. R. LD8 19th International Symposium of Ballistics, 7 11 May 21, Interlaken, Switzerland MODELLING OF FUME EXTRACTORS C. R. Woodley WS4 Guns and Warheads Department, Defence Evaluation and Research Agency,

More information

ValidatingWindProfileEquationsduringTropicalStormDebbyin2012

ValidatingWindProfileEquationsduringTropicalStormDebbyin2012 Global Journal of Researches in Engineering: e Civil And Structural Engineering Volume 4 Issue Version. Year 24 Type: Double Blind Peer Reviewed International Research Journal Publisher: Global Journals

More information

Real Life Turbulence and Model Simplifications. Jørgen Højstrup Wind Solutions/Højstrup Wind Energy VindKraftNet 28 May 2015

Real Life Turbulence and Model Simplifications. Jørgen Højstrup Wind Solutions/Højstrup Wind Energy VindKraftNet 28 May 2015 Real Life Turbulence and Model Simplifications Jørgen Højstrup Wind Solutions/Højstrup Wind Energy VindKraftNet 28 May 2015 Contents What is turbulence? Description of turbulence Modelling spectra. Wake

More information

ESTIMATION OF THE DESIGN WIND SPEED BASED ON

ESTIMATION OF THE DESIGN WIND SPEED BASED ON The Seventh Asia-Pacific Conference on Wind Engineering, November 8-12, 2009, Taipei, Taiwan ESTIMATION OF THE DESIGN WIND SPEED BASED ON UNCERTAIN PARAMETERS OF THE WIND CLIMATE Michael Kasperski 1 1

More information

Wind Flow Validation Summary

Wind Flow Validation Summary IBHS Research Center Validation of Wind Capabilities The Insurance Institute for Business & Home Safety (IBHS) Research Center full-scale test facility provides opportunities to simulate natural wind conditions

More information

Full Classification acc. to IEC for SoDAR AQ510 Wind Finder. Vincent Camier, Managing Director, Ammonit Measurement GmbH

Full Classification acc. to IEC for SoDAR AQ510 Wind Finder. Vincent Camier, Managing Director, Ammonit Measurement GmbH Full Classification acc. to IEC 61400-12-1 for SoDAR AQ510 Wind Finder Vincent Camier, Managing Director, Ammonit Measurement GmbH Ammonit Company Profile German company, based in Berlin +25 years of know-how

More information

Chapter 2. Turbulence and the Planetary Boundary Layer

Chapter 2. Turbulence and the Planetary Boundary Layer Chapter 2. Turbulence and the Planetary Boundary Layer In the chapter we will first have a qualitative overview of the PBL then learn the concept of Reynolds averaging and derive the Reynolds averaged

More information

EFFECTS OF SIDEWALL OPENINGS ON THE WIND LOADS ON PIPE-FRAMED GREENHOUSES

EFFECTS OF SIDEWALL OPENINGS ON THE WIND LOADS ON PIPE-FRAMED GREENHOUSES The Seventh Asia-Pacific Conference on Wind Engineering, November 8-12, 29, Taipei, Taiwan EFFECTS OF SIDEWALL OPENINGS ON THE WIND LOADS ON PIPE-FRAMED GREENHOUSES Yasushi Uematsu 1, Koichi Nakahara 2,

More information

PARK - Main Result Calculation: PARK calculation (5 x 166m, + LT CORR + MITIGATION) N.O. Jensen (RISØ/EMD)

PARK - Main Result Calculation: PARK calculation (5 x 166m, + LT CORR + MITIGATION) N.O. Jensen (RISØ/EMD) PRK - Main Result Calculation: PRK calculation (5 x V15 @ 166m, + LT CORR + MITIGTION) Wake Model N.O. Jensen (RISØ/EMD) Calculation Settings ir density calculation mode Result for WTG at hub altitude

More information

Evaluation of four numerical wind flow models

Evaluation of four numerical wind flow models EWEA Resource Assessment Workshop 2013 Evaluation of four numerical wind flow models Michael C. Brower, PhD Chief Technical Officer Jose Vidal, MSc Consulting Services Europe & Latin America Manager Philippe

More information

Minimal influence of wind and tidal height on underwater noise in Haro Strait

Minimal influence of wind and tidal height on underwater noise in Haro Strait Minimal influence of wind and tidal height on underwater noise in Haro Strait Introduction Scott Veirs, Beam Reach Val Veirs, Colorado College December 2, 2007 Assessing the effect of wind and currents

More information

Sea State Analysis. Topics. Module 7 Sea State Analysis 2/22/2016. CE A676 Coastal Engineering Orson P. Smith, PE, Ph.D.

Sea State Analysis. Topics. Module 7 Sea State Analysis 2/22/2016. CE A676 Coastal Engineering Orson P. Smith, PE, Ph.D. Sea State Analysis Module 7 Orson P. Smith, PE, Ph.D. Professor Emeritus Module 7 Sea State Analysis Topics Wave height distribution Wave energy spectra Wind wave generation Directional spectra Hindcasting

More information

Chapter 12 Practice Test

Chapter 12 Practice Test Chapter 12 Practice Test 1. Which of the following is not one of the conditions that must be satisfied in order to perform inference about the slope of a least-squares regression line? (a) For each value

More information

Atmospheric Waves James Cayer, Wesley Rondinelli, Kayla Schuster. Abstract

Atmospheric Waves James Cayer, Wesley Rondinelli, Kayla Schuster. Abstract Atmospheric Waves James Cayer, Wesley Rondinelli, Kayla Schuster Abstract It is important for meteorologists to have an understanding of the synoptic scale waves that propagate thorough the atmosphere

More information

Section I: Multiple Choice Select the best answer for each problem.

Section I: Multiple Choice Select the best answer for each problem. Inference for Linear Regression Review Section I: Multiple Choice Select the best answer for each problem. 1. Which of the following is NOT one of the conditions that must be satisfied in order to perform

More information

Summary of discussion

Summary of discussion Tweedsmuir Caribou Modelling Project: Caribou Population Ecology Meeting Notes held March 5, 2008 Participants: Mark Williams, Debbie Cichowski, Don Morgan, Doug Steventon, Dave Daust Purpose: The purpose

More information

Aalborg Universitet. Published in: Proceedings of Offshore Wind 2007 Conference & Exhibition. Publication date: 2007

Aalborg Universitet. Published in: Proceedings of Offshore Wind 2007 Conference & Exhibition. Publication date: 2007 Aalborg Universitet Design Loads on Platforms on Offshore wind Turbine Foundations with Respect to Vertical Wave Run-up Damsgaard, Mathilde L.; Gravesen, Helge; Andersen, Thomas Lykke Published in: Proceedings

More information

WindProspector TM Lockheed Martin Corporation

WindProspector TM Lockheed Martin Corporation WindProspector TM www.lockheedmartin.com/windprospector 2013 Lockheed Martin Corporation WindProspector Unparalleled Wind Resource Assessment Industry Challenge Wind resource assessment meteorologists

More information

Wind Regimes 1. 1 Wind Regimes

Wind Regimes 1. 1 Wind Regimes Wind Regimes 1 1 Wind Regimes The proper design of a wind turbine for a site requires an accurate characterization of the wind at the site where it will operate. This requires an understanding of the sources

More information

Modelling and Simulation of Environmental Disturbances

Modelling and Simulation of Environmental Disturbances Modelling and Simulation of Environmental Disturbances (Module 5) Dr Tristan Perez Centre for Complex Dynamic Systems and Control (CDSC) Prof. Thor I Fossen Department of Engineering Cybernetics 18/09/2007

More information

Sontek RiverSurveyor Test Plan Prepared by David S. Mueller, OSW February 20, 2004

Sontek RiverSurveyor Test Plan Prepared by David S. Mueller, OSW February 20, 2004 Sontek RiverSurveyor Test Plan Prepared by David S. Mueller, OSW February 20, 2004 INTRODUCTION Sontek/YSI has introduced new firmware and software for their RiverSurveyor product line. Firmware changes

More information

PHYSICAL AND NUMERICAL MODELLING OF WAVE FIELD IN FRONT OF THE CONTAINER TERMINAL PEAR - PORT OF RIJEKA (ADRIATIC SEA)

PHYSICAL AND NUMERICAL MODELLING OF WAVE FIELD IN FRONT OF THE CONTAINER TERMINAL PEAR - PORT OF RIJEKA (ADRIATIC SEA) PHYSICAL AND NUMERICAL MODELLING OF WAVE FIELD IN FRONT OF THE CONTAINER TERMINAL PEAR - PORT OF RIJEKA (ADRIATIC SEA) DALIBOR CAREVIĆ (1), GORAN LONČAR (1), VLADIMIR ANDROČEC (1) & MARIN PALADIN (1) 1.

More information

7 th International Conference on Wind Turbine Noise Rotterdam 2 nd to 5 th May 2017

7 th International Conference on Wind Turbine Noise Rotterdam 2 nd to 5 th May 2017 7 th International Conference on Wind Turbine Noise Rotterdam 2 nd to 5 th May 2017 Sound power level measurements 3.0 ir. L.M. Eilders, Peutz bv: l.eilders@peutz.nl ing. E.H.A. de Beer, Peutz bv: e.debeer@peutz.nl

More information

Wind Flow Modeling: Are computationally intensive models more accurate?

Wind Flow Modeling: Are computationally intensive models more accurate? June 23 rd, 2015 Wind Flow Modeling: Are computationally intensive models more accurate? Philippe Beaucage, PhD Lead Research Scientist Michael C. Brower, PhD President & Chief Technical Officer Jose Vidal,

More information

The Wind Resource: Prospecting for Good Sites

The Wind Resource: Prospecting for Good Sites The Wind Resource: Prospecting for Good Sites Bruce Bailey, President AWS Truewind, LLC 255 Fuller Road Albany, NY 12203 bbailey@awstruewind.com Talk Topics Causes of Wind Resource Impacts on Project Viability

More information

Atqasuk Wind Resource Report

Atqasuk Wind Resource Report Atqasuk Wind Resource Report Report by: Douglas Vaught, P.E., V3 Energy LLC, Eagle River, Alaska Date of Report: August 26, 2010 Atqasuk met tower; D. Vaught photo Contents Summary... 2 Test Site Location...

More information

Potato Scenario Description March 2006

Potato Scenario Description March 2006 Potato Scenario Description March 2006 At the Vienna EMRAS conference in the fall of 2005, it was decided to initiate a scenario for C-14 transfer in crops based on unpublished data contained in a thesis

More information

7 JAXA Special Publication JAXA-SP--8E the internal wall surface of the tower at the three different levels shown in Figure. Strain (in the vertical d

7 JAXA Special Publication JAXA-SP--8E the internal wall surface of the tower at the three different levels shown in Figure. Strain (in the vertical d First International Symposium on Flutter and its Application, 739 Wind Loads on a Bottom-mounted Offshore Wind Turbine Tower Kazumasa OKUBO +, Manabu YAMAMOTO +, Yukinari FUKUMOTO +3 and Takeshi ISHIHARA

More information

COMPUTATIONAL FLOW MODEL OF WESTFALL'S LEADING TAB FLOW CONDITIONER AGM-09-R-08 Rev. B. By Kimbal A. Hall, PE

COMPUTATIONAL FLOW MODEL OF WESTFALL'S LEADING TAB FLOW CONDITIONER AGM-09-R-08 Rev. B. By Kimbal A. Hall, PE COMPUTATIONAL FLOW MODEL OF WESTFALL'S LEADING TAB FLOW CONDITIONER AGM-09-R-08 Rev. B By Kimbal A. Hall, PE Submitted to: WESTFALL MANUFACTURING COMPANY September 2009 ALDEN RESEARCH LABORATORY, INC.

More information

VINDKRAFTNET MEETING ON TURBULENCE

VINDKRAFTNET MEETING ON TURBULENCE VINDKRAFTNET MEETING ON TURBULENCE On-going Work on Wake Turbulence in DONG Energy 28/05/2015 Cameron Brown Load Engineer Lucas Marion R&D graduate Who are we? Cameron Brown Load Engineer from Loads Aerodynamics

More information

7 YEARS METEOMAST AMRUMBANK WEST

7 YEARS METEOMAST AMRUMBANK WEST 7 YEARS METEOMAST AMRUMBANK WEST Joerg Bendfeld(1), Jens Krieger(2) (1) University of Paderborn, Kompetenzzentrum für nachhaltige Energietechnik KET, Pohlweg 55, 33098 Paderborn, Germany, (2) airwerk GmbH,

More information

Draft Kivalina Wind Resource Report

Draft Kivalina Wind Resource Report Draft Kivalina Wind Resource Report Kivalina aerial photo by Doug Vaught, July 2011 May 31, 2012 Douglas Vaught, P.E. dvaught@v3energy.com V3 Energy, LLC Eagle River, Alaska Draft Kivalina Wind Resource

More information

WIND DATA REPORT. Swan s Island, ME

WIND DATA REPORT. Swan s Island, ME WIND DATA REPORT Swan s Island, ME June 1, 2009 August 31, 2009 Prepared for US Department of Energy by Daniel T. Grip Utama Abdulwahid James F. Manwell Anthony F. Ellis September 17, 2009 Report template

More information

Energy Output. Outline. Characterizing Wind Variability. Characterizing Wind Variability 3/7/2015. for Wind Power Management

Energy Output. Outline. Characterizing Wind Variability. Characterizing Wind Variability 3/7/2015. for Wind Power Management Energy Output for Wind Power Management Spring 215 Variability in wind Distribution plotting Mean power of the wind Betz' law Power density Power curves The power coefficient Calculator guide The power

More information

Flow modelling hills complex terrain and other issues

Flow modelling hills complex terrain and other issues Flow modelling hills, complex terrain and other issues Modelling approaches sorted after complexity Rules of thumbs Codes and standards Linear model, 1 st order turbulence closure LINCOM/Wasp Reynolds-averaged

More information

CONSIDERATION OF DENSITY VARIATIONS IN THE DESIGN OF A VENTILATION SYSTEM FOR ROAD TUNNELS

CONSIDERATION OF DENSITY VARIATIONS IN THE DESIGN OF A VENTILATION SYSTEM FOR ROAD TUNNELS - 56 - CONSIDERATION OF DENSITY VARIATIONS IN THE DESIGN OF A VENTILATION SYSTEM FOR ROAD TUNNELS Gloth O., Rudolf A. ILF Consulting Engineers Zürich, Switzerland ABSTRACT This article investigates the

More information

Why does T7 underperform? Individual turbine performance relative to preconstruction estimates.

Why does T7 underperform? Individual turbine performance relative to preconstruction estimates. Why does T7 underperform? Individual turbine performance relative to preconstruction estimates. P. Stuart, N. Atkinson, A. Clerc, A. Ely, M. Smith, J. Cronin, M. Zhu & T Young. EWEA Technology Workshop

More information

Deborah Houssin-Agbomson, Jean-Yves Letellier, Philippe Renault, Simon Jallais

Deborah Houssin-Agbomson, Jean-Yves Letellier, Philippe Renault, Simon Jallais AN EXPERIMENTAL STUDY DEDICATED TO WIND INFLUENCE ON HELIUM BUILD-UP AND CONCENTRATION DISTRIBUTION INSIDE A 1-M 3 SEMI-CONFINED ENCLOSURE CONSIDERING HYDROGEN ENERGY APPLICATIONS CONDITIONS OF USE. Deborah

More information

ACUTE TEMPERATURE TOLERANCE OF JUVENILE CHINOOK SALMON FROM THE MOKELUMNE RIVER

ACUTE TEMPERATURE TOLERANCE OF JUVENILE CHINOOK SALMON FROM THE MOKELUMNE RIVER ACUTE TEMPERATURE TOLERANCE OF JUVENILE CHINOOK SALMON FROM THE MOKELUMNE RIVER Charles H. Hanson, Ph.D. Hanson Environmental, Inc. SUMMARY A series of static acute tests were performed to determine the

More information

SITRANS P measuring instruments for pressure

SITRANS P measuring instruments for pressure SITRANS P measuring instruments for pressure Z series for gage pressure Siemens AG 008 Overview Design The main components of the pressure transmitter are: Brass housing with silicon measuring cell and

More information

Anemometry. Anemometry. Wind Conventions and Characteristics. Anemometry. Wind Variability. Anemometry. Function of an anemometer:

Anemometry. Anemometry. Wind Conventions and Characteristics. Anemometry. Wind Variability. Anemometry. Function of an anemometer: Anemometry Anemometry Function of an anemometer: Measure some or all of the components of the wind vector In homogeneous terrain, vertical component is small express wind as -D horizontal vector For some

More information

Dick Bowdler Acoustic Consultant

Dick Bowdler Acoustic Consultant Dick Bowdler Acoustic Consultant 01383 882 644 077 8535 2534 dick@dickbowdler.co.uk WIND SHEAR AND ITS EFFECT ON NOISE ASSESSMENT OF WIND TURBINES June 2009 The Haven, Low Causeway, Culross, Fife. KY12

More information

INF.41/Add.1/Rev.1. Economic Commission for Europe Inland Transport Committee

INF.41/Add.1/Rev.1. Economic Commission for Europe Inland Transport Committee Economic Commission for Europe Inland Transport Committee Working Party on the Transport of Dangerous Goods INF.41/Add.1/Rev.1 Joint Meeting of the RID Committee of Experts and the Working Party on the

More information

JIMAR PFRP ANNUAL REPORT FOR FY 2006

JIMAR PFRP ANNUAL REPORT FOR FY 2006 JIMAR PFRP ANNUAL REPORT FOR FY 2006 P.I./Sponsor Name: Michael P. Seki and Jeffrey J. Polovina Project Proposal Title: Oceanographic Characterization of the American Samoa Longline Fishing Grounds for

More information

Avalanche Problem Essentials Wind Slabs. Development

Avalanche Problem Essentials Wind Slabs. Development 1 Avalanche Problem Essentials Wind Slabs This document is part of Decision Making in Avalanche Terrain: a fieldbook for winter backcountry users by Pascal Haegeli, Roger Atkins and Karl Klassen and provides

More information

Offshore Wind Turbine monopile in 50 year storm conditions

Offshore Wind Turbine monopile in 50 year storm conditions TMR7 Experimental methods in marine hydrodynamics - lab exercise 3 2017 Offshore Wind Turbine monopile in 50 year storm conditions Trygve Kristiansen and Erin Bachynski, Trondheim, 20.09.2017 Background

More information

Model Test Setup and Program for Experimental Estimation of Surface Loads of the SSG Kvitsøy Pilot Plant from Extreme Wave Conditions

Model Test Setup and Program for Experimental Estimation of Surface Loads of the SSG Kvitsøy Pilot Plant from Extreme Wave Conditions Model Test Setup and Program for Experimental Estimation of Surface Loads of the SSG Kvitsøy Pilot Plant from Extreme Wave Conditions according to Co-operation Agreement (phase 4) between WAVEenergy (Norway)

More information

P900. P900, Datenblatt Seite 1 DESCRIPTION

P900. P900, Datenblatt Seite 1 DESCRIPTION , Datenblatt Seite 1 Field proven rugged construction High overpressure capability High reliability for demanding environments Application specific customization Excellent media compatibility Shock and

More information

Torrild - WindSIM Case study

Torrild - WindSIM Case study Torrild - WindSIM Case study Note: This study differs from the other case studies in format, while here another model; WindSIM is tested as alternative to the WAsP model. Therefore this case should be

More information

Dynamic validation of Globwave SAR wave spectra data using an observation-based swell model. R. Husson and F. Collard

Dynamic validation of Globwave SAR wave spectra data using an observation-based swell model. R. Husson and F. Collard Dynamic validation of Globwave SAR wave spectra data using an observation-based swell model. R. Husson and F. Collard Context 1978 1979 1980 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992

More information

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

NordFoU: External Influences on Spray Patterns (EPAS) Report 16: Wind exposure on the test road at Bygholm NordFoU: External Influences on Spray Patterns (EPAS) Report 16: Wind exposure on the test road at Bygholm Jan S. Strøm, Aarhus University, Dept. of Engineering, Engineering Center Bygholm, Horsens Torben

More information

GEOTHERMAL WELL COMPLETION TESTS

GEOTHERMAL WELL COMPLETION TESTS GEOTHERMAL WELL COMPLETION TESTS Hagen Hole Geothermal Consultants NZ Ltd., Birkenhead, Auckland, New Zealand. ABSTRACT This paper reviews the measurements that are typically made in a well immediately

More information

Kodiak, Alaska Site 1 Wind Resource Report for Kodiak Electric Association

Kodiak, Alaska Site 1 Wind Resource Report for Kodiak Electric Association Kodiak, Alaska Site 1 Wind Resource Report for Kodiak Electric Association Report written by: Douglas Vaught, V3 Energy LLC, Eagle River, AK Date of report: August 23, 2006 Photo Doug Vaught General Site

More information

Meteorology. Circle the letter that corresponds to the correct answer

Meteorology. Circle the letter that corresponds to the correct answer Chapter 4 Worksheet 3 Meteorology Name: Circle the letter that corresponds to the correct answer 1) Natural convection and turbulence are most likely to occur when: a) temperature decreases rapidly with

More information

A N E X P L O R AT I O N W I T H N E W Y O R K C I T Y TA X I D ATA S E T

A N E X P L O R AT I O N W I T H N E W Y O R K C I T Y TA X I D ATA S E T A N E X P L O R AT I O N W I T H N E W Y O R K C I T Y TA X I D ATA S E T GAO, Zheng 26 May 2016 Abstract The data analysis is two-part: an exploratory data analysis, and an attempt to answer an inferential

More information

Validation Study of the Lufft Ventus Wind Sensor

Validation Study of the Lufft Ventus Wind Sensor Weather Forecasts Renewable Energies Air and Climate Environmental Information Technology METEOTEST Cooperative Fabrikstrasse 14, CH-3012 Bern Tel. +41 (0)31 307 26 26 Fax +41 (0)31 307 26 10 office@meteotest.ch,

More information

2.4 Gutter and Downspout Sizing and Location Calculations

2.4 Gutter and Downspout Sizing and Location Calculations 2.4 Gutter and Downspout Sizing and Location Calculations Both Metric and English units: Remember to save this spreadsheet to your own computer. This spread sheet will help you calculate the width and

More information

ATMS 310 Tropical Dynamics

ATMS 310 Tropical Dynamics ATMS 310 Tropical Dynamics Introduction Throughout the semester we have focused on mid-latitude dynamics. This is not to say that the dynamics of other parts of the world, such as the tropics, are any

More information

Saint Mary s, Alaska Wind Resource Report (for Pitka s Point and Saint Mary s met towers)

Saint Mary s, Alaska Wind Resource Report (for Pitka s Point and Saint Mary s met towers) Saint Mary s, Alaska Wind Resource Report (for Pitka s Point and Saint Mary s met towers) Report written by: Douglas Vaught, P.E., V3 Energy, LLC Date of Report: February 9, 2009 Doug Vaught photo Summary

More information

Micro Channel Recuperator for a Reverse Brayton Cycle Cryocooler

Micro Channel Recuperator for a Reverse Brayton Cycle Cryocooler Micro Channel Recuperator for a Reverse Brayton Cycle Cryocooler C. Becnel, J. Lagrone, and K. Kelly Mezzo Technologies Baton Rouge, LA USA 70806 ABSTRACT The Missile Defense Agency has supported a research

More information

Wind resource assessment over a complex terrain covered by forest using CFD simulations of neutral atmospheric boundary layer with OpenFOAM

Wind resource assessment over a complex terrain covered by forest using CFD simulations of neutral atmospheric boundary layer with OpenFOAM Wind resource assessment over a complex terrain covered by forest using CFD simulations of neutral atmospheric boundary layer with OpenFOAM Nikolaos Stergiannis nstergiannis.com nikolaos.stergiannis@vub.ac.be

More information

Study of Passing Ship Effects along a Bank by Delft3D-FLOW and XBeach1

Study of Passing Ship Effects along a Bank by Delft3D-FLOW and XBeach1 Study of Passing Ship Effects along a Bank by Delft3D-FLOW and XBeach1 Minggui Zhou 1, Dano Roelvink 2,4, Henk Verheij 3,4 and Han Ligteringen 2,3 1 School of Naval Architecture, Ocean and Civil Engineering,

More information

Aalborg Universitet. Estimation of wave conditions at Liseleje location Bogarino, Bruno; Brorsen, Michael. Publication date: 2007

Aalborg Universitet. Estimation of wave conditions at Liseleje location Bogarino, Bruno; Brorsen, Michael. Publication date: 2007 Aalborg Universitet Estimation of wave conditions at Liseleje location Bogarino, Bruno; Brorsen, Michael Publication date: 27 Document Version Publisher's PDF, also known as Version of record Link to publication

More information

2600T Series Pressure Transmitter Models 264DC Differential and 264HC Gage Level Transmitters. Kent-Taylor

2600T Series Pressure Transmitter Models 264DC Differential and 264HC Gage Level Transmitters. Kent-Taylor INDUSTRIAL INSTRUMENTS AND CONTROLS SPECIALIST Kent-Taylor 2600T Series Pressure Transmitter Models 264DC Differential and 264HC Gage Level Transmitters Features Include Base accuracy : ±0.075% Span limits

More information

WIND CONDITIONS MODELING FOR SMALL WIND TURBINES

WIND CONDITIONS MODELING FOR SMALL WIND TURBINES U.P.B. Sci. Bull., Series C, Vol. 77, Iss. 2, 2015 ISSN 2286-3540 WIND CONDITIONS MODELING FOR SMALL WIND TURBINES Viorel URSU 1, Sandor BARTHA 2 Wind energy systems are a solution which became cost effective

More information

Decision Trees. Nicholas Ruozzi University of Texas at Dallas. Based on the slides of Vibhav Gogate and David Sontag

Decision Trees. Nicholas Ruozzi University of Texas at Dallas. Based on the slides of Vibhav Gogate and David Sontag Decision Trees Nicholas Ruozzi University of Texas at Dallas Based on the slides of Vibhav Gogate and David Sontag Announcements Course TA: Hao Xiong Office hours: Friday 2pm-4pm in ECSS2.104A1 First homework

More information

windpro WP A15-Lingewaard WTGs Shadow receptor-input

windpro WP A15-Lingewaard WTGs Shadow receptor-input SHADOW - Main Result Calculation: SHADOW calculation (5 x V150 @ 166m, +LT CORR, NO MITIGATION) Maximum distance for influence Calculate only when more than 20 % of sun is covered by the blade Please look

More information

Conditions for Offshore Wind Energy Use

Conditions for Offshore Wind Energy Use Carl von Ossietzky Universität Oldenburg Institute of Physics Energy Meteorology Group Detlev Heinemann Conditions for Offshore Wind Energy Use Detlev Heinemann ForWind Carl von Ossietzky Universität Oldenburg

More information

RB 4700 Commercial & Industrial Regulator

RB 4700 Commercial & Industrial Regulator RB 4700 Commercial & Industrial Regulator The RB 4700 regulator is designed for use in industrial and distribution applications such as district station and heating plants, and for industrial customers.

More information

Impact of the tides, wind and shelf circulation on the Gironde river plume dynamics

Impact of the tides, wind and shelf circulation on the Gironde river plume dynamics Impact of the tides, wind and shelf circulation on the Gironde river plume dynamics F. Toublanc 1, N. Ayoub 2, P. Marsaleix 3, P. De Mey 2 1 CNES/LEGOS 2 CNRS/LEGOS 3 CNRS/LA, Toulouse, France 5th GODAE

More information

Vibration of floors and footfall analysis

Vibration of floors and footfall analysis Webinar Autodesk Robot Structural Analysis Professional 20/04/2016 Vibration of floors and footfall analysis Artur Kosakowski Rafał Gawęda Webinar summary In this webinar we will focus on the theoretical

More information

Site Summary. Wind Resource Summary. Wind Resource Assessment For King Cove Date Last Modified: 8/6/2013 By: Rich Stromberg & Holly Ganser

Site Summary. Wind Resource Summary. Wind Resource Assessment For King Cove Date Last Modified: 8/6/2013 By: Rich Stromberg & Holly Ganser Site Summary Wind Resource Assessment For King Cove Date Last Modified: 8/6/2013 By: Rich Stromberg & Holly Ganser Station ID: 2857 Latitude: 55 7 45.8 N Longitude: 162 16 10.6 W Tower Type: 30 m NRG Tall

More information

Smart Water Application Technologies (SWAT)

Smart Water Application Technologies (SWAT) Smart Water Application Technologies (SWAT) Turf and Landscape Irrigation Equipment PRESSURE REGULATING SPRAY HEAD SPRINKLERS Equipment Functionality Test Testing Protocol Version 3.0 (May 2012) Developed

More information

COMPARISON OF CONTEMPORANEOUS WAVE MEASUREMENTS WITH A SAAB WAVERADAR REX AND A DATAWELL DIRECTIONAL WAVERIDER BUOY

COMPARISON OF CONTEMPORANEOUS WAVE MEASUREMENTS WITH A SAAB WAVERADAR REX AND A DATAWELL DIRECTIONAL WAVERIDER BUOY COMPARISON OF CONTEMPORANEOUS WAVE MEASUREMENTS WITH A SAAB WAVERADAR REX AND A DATAWELL DIRECTIONAL WAVERIDER BUOY Scott Noreika, Mark Beardsley, Lulu Lodder, Sarah Brown and David Duncalf rpsmetocean.com

More information

DM01. Please visit our website: Battery Powered Precision Digital Gauge. Stainless Steel Sensor. class 0.05

DM01. Please visit our website:  Battery Powered Precision Digital Gauge. Stainless Steel Sensor. class 0.05 DM0 Battery Powered Stainless Steel Sensor class 0.05 Nominal pressure from 0 00 mbar up to 0... 00 bar Special characteristics modular sensor concept data logger graphic display stainless steel housing

More information

Scales of Atmospheric Motion Scale Length Scale (m) Time Scale (sec) Systems/Importance Molecular (neglected)

Scales of Atmospheric Motion Scale Length Scale (m) Time Scale (sec) Systems/Importance Molecular (neglected) Supplement Wind, Fetch and Waves Scales of Atmospheric Motion Scale Length Scale (m) Time Scale (sec) Systems/Importance Molecular 10-7 - 10-2 10-1 (neglected) Coriolis not important Turbulent 10-2 10

More information

Dynamic Modelling of Control Valves

Dynamic Modelling of Control Valves Dynamic Modelling of Control Valves Observed PRV d/s Pressure Against Flow Pressure (m) 28 27.5 27 26.5 26 25.5 25 24.5 24 0 0.5 1 1.5 2 2.5 Element Flow (l/s) Andy Rowland Technical Lead Water Networks

More information

A Wet-Season Rainfall Climatology to Support Airline Arrivals at Key West Matthew Bloemer and Andy Devanas NWS WFO Key West, FL

A Wet-Season Rainfall Climatology to Support Airline Arrivals at Key West Matthew Bloemer and Andy Devanas NWS WFO Key West, FL A Wet-Season Rainfall Climatology to Support Airline Arrivals at Key West Matthew Bloemer and Andy Devanas NWS WFO Key West, FL Introduction and Motivations The Island of Key West is served by an airport

More information

Residual Stresses in Railway Axles

Residual Stresses in Railway Axles Residual Stresses in Railway Axles ŘEHA BOHUSLAV 1,a,*, VÁCLAVÍK JAROSLAV 2,b NÁVRAT TOMÁŠ 3,c and DAVID HALABUK 3,d 1 GHH-BONATRANS GROUP a.s., Revoluční 1234, 735 94 Bohumín, Czech Republic 2 Výzkumný

More information

LES* IS MORE! * L ARGE E DDY S IMULATIONS BY VORTEX. WindEnergy Hamburg 2016

LES* IS MORE! * L ARGE E DDY S IMULATIONS BY VORTEX. WindEnergy Hamburg 2016 LES* IS MORE! * L ARGE E DDY S IMULATIONS BY VORTEX WindEnergy Hamburg 2016 OUTLINE MOTIVATION Pep Moreno. CEO, BASIS Alex Montornés. Modelling Specialist, VALIDATION Mark Žagar. Modelling Specialist,

More information

Site Description: Tower Site

Site Description: Tower Site Wind Resource Summary for Elizabeth Site Final Report Colorado Anemometer Loan Program Monitoring Period: 7/3/6 /15/7 Report Date: December 22, 7 Site Description: The site is.6 miles northeast of the

More information

Underwater noise and offshore windfarms

Underwater noise and offshore windfarms Underwater noise and offshore windfarms Dr Jeremy Nedwell, Mr John Langworthy and Mr Daren Howell BWEA Conference 4/3/04 Subacoustech reference: 544R0503, COWRIE Copyright. Aim of study To evaluate the

More information

SUPERGEN Wind Wind Energy Technology Rogue Waves and their effects on Offshore Wind Foundations

SUPERGEN Wind Wind Energy Technology Rogue Waves and their effects on Offshore Wind Foundations SUPERGEN Wind Wind Energy Technology Rogue Waves and their effects on Offshore Wind Foundations Jamie Luxmoore PhD student, Lancaster University SUPERGEN Wind II - 7 th training seminar 3 rd - 4 th September

More information

IDL01. Battery Powered Precision Digital Gauge for Leak Testing. Stainless Steel Sensor. class 0.05

IDL01. Battery Powered Precision Digital Gauge for Leak Testing. Stainless Steel Sensor. class 0.05 IDL0 Battery Powered Precision Digital Gauge for Leak Testing Stainless Steel Sensor class 0.05 Nominal pressure from 0 00 mbar up to 0... 00 bar Special characteristics modular sensor concept data logger

More information

Undertow - Zonation of Flow in Broken Wave Bores

Undertow - Zonation of Flow in Broken Wave Bores Nearshore Circulation Undertow and Rip Cells Undertow - Zonation of Flow in Broken Wave Bores In the wave breaking process, the landward transfer of water, associated with bore and surface roller decay

More information

The impact of the grey squirrel as an invasive species on red squirrel populations. Deborah Brady

The impact of the grey squirrel as an invasive species on red squirrel populations. Deborah Brady The impact of the grey squirrel as an invasive species on red squirrel populations. Deborah Brady Squirrels in the UK Native 270-360g Length (excluding tail) 19-23cm Density

More information

2 Overview. SITRANS P measuring instruments for pressure. Transmitters for gage and absolute pressure. Z series for gage pressure

2 Overview. SITRANS P measuring instruments for pressure. Transmitters for gage and absolute pressure. Z series for gage pressure Z series for gage pressure Overview Design The main components of the pressure transmitter are: Brass housing with silicon measuring cell and electronics plate Process connection Electrical connection

More information

Buckland Wind Resource Report

Buckland Wind Resource Report Buckland Wind Resource Report By: Douglas Vaught, P.E., V3 Energy LLC, Eagle River, Alaska Date: September 17, 2010 Buckland met tower; D. Vaught photo Contents Summary... 2 Test Site Location... 2 Photographs...

More information

Science in Sport. 106 How fast is the wind speed? Read. Count/Tachometer Any EASYSENSE. Sensors: Loggers: Logging time: EasyLog

Science in Sport. 106 How fast is the wind speed? Read. Count/Tachometer Any EASYSENSE. Sensors: Loggers: Logging time: EasyLog Sensors: Loggers: Count/Tachometer Any EASYSENSE Science in Sport Logging time: EasyLog 106 How fast is the wind speed? Read When an Olympic or world record is set, the rules for it to stand are quite

More information

CENTER PIVOT EVALUATION AND DESIGN

CENTER PIVOT EVALUATION AND DESIGN CENTER PIVOT EVALUATION AND DESIGN Dale F. Heermann Agricultural Engineer USDA-ARS 2150 Centre Avenue, Building D, Suite 320 Fort Collins, CO 80526 Voice -970-492-7410 Fax - 970-492-7408 Email - dale.heermann@ars.usda.gov

More information

Effect of airflow direction on human perception of draught

Effect of airflow direction on human perception of draught Effect of airflow direction on human perception of draught J. Toftum, G. Zhou, A. Melikov Laboratory of Indoor Environment and Energy Department of Energy Engineering Technical University of Denmark Abstract

More information

LFE OEM TCD - Thermal Conductivity Detector

LFE OEM TCD - Thermal Conductivity Detector LFE OEM TCD - Thermal Conductivity Detector Key features Quick response - T90 3 sec Extremely suppressed ranges High corrosion resistance High temperature capability up to 180 C Infallible containment

More information

Analysis of Traditional Yaw Measurements

Analysis of Traditional Yaw Measurements Analysis of Traditional Yaw Measurements Curiosity is the very basis of education and if you tell me that curiosity killed the cat, I say only the cat died nobly. Arnold Edinborough Limitations of Post-

More information