Let the students do the work. Outline: Historical background Chapters for a book? Hydrological systems Morpho-dynamic systems
|
|
|
- Milo Brooks
- 5 years ago
- Views:
Transcription
1 Let the studets do the work Outlie: Historical backgroud Chapters for a book? Hydrological systems Morpho-dyamic systems
2 But first :A message from Mike Crozier (Welligto New Zealad)
3 The CERG
4
5 J-C. Flageollet M.Paiza A. de Brum-Ferreira (P) A.Cedrero (Es) J.Coromias (Es) A.Silvao (It) D.Casteldii (It) A.Cavalli (It) F.Dramis (It) M. Sorriso Valvo (It) F.Motovai (It) R.Dikau (Ger) H.va Steij (NL) Th.va Asch (NL)
6 May scietific childre ad grad childre!!
7 Jea-Claude has eve grad-grad childre!!! Dommage FROM GEOMORPHOLOGIC U Hippie das MAPPING la TO Famille
8 Low budget for Erasmus excursios
9 Stress ad alcololism uder teachers
10 ad agressivity at home
11 Recet: Now: Sophisticated equipmet for for ifiltratio tests tests BA BB AA AB AC AD AE AF BF BC BD BE AG BG CA CB CC CD CE CF CG CH
12 I the past: Very primitive!
13 Recet: Sophisticated equipmet for geodetic measuremets zzz..tick.. R m
14
15 I the past: Very primitive geophysical techiques!
16 Past: Very primitive field trasport
17 Now: Very sophisticated
18 What did I lear?
19 Hydrological systems i ladslides Hydro mechaical mechaisms i slow movig ladslides Probabilistic slope stability modellig Triggerig ad ru out of debris flows Statistical ad determiistic hazard ad risk aalyses i GIS Mechaisms of soil stregtheig by roots Floatig dikes
20 BA BB AA AB AC AD BC BE BD AE A F A G BF B G CE CA CB CC CD CF CH C G
21 The hydrological system, which may trigger ladslides is very diverse ad depeds o the type ad size of ladslides, the geomorphological ad lithological cofiguratio. Give the fact that i a area differet ladslide types ca be foud we caot speak of a sigle meteorological triggerig threshold for a certai area
22 evapo itercept The diverse hydrological system sowmelt ifil RO Storage i debris Soil moisture storage Percol Fissure flow Perched GW storage Subsurface draiage Percol Fissure flow Exteral iflow Deep GW storage GW draiage
23 evapo itercept The diverse hydrological system sowmelt ifil RO Storage i debris Soil moisture storage Percol Fissure flow Debris flow iitiatio evet based Perched GW storage Subsurface draiage Percol Fissure flow Exteral iflow Deep GW storage GW draiage
24 evapo itercept sowmelt ifil RO Storage i debris Soil moisture storage Percol Percol Fissure flow Shallow evet based ladslide triggerig Perched GWwith storage groudwater storage Exteral iflow Fissure flow Deep GW storage Subsurface draiage GW draiage
25 evapo itercept The diverse hydrological system sowmelt ifil RO Storage i debris Soil moisture storage Exteral iflow Percol Percol Fissure flow Shallow ladslides Perched GWwithout groudwater storage storage Fissure flow Deep GW storage Subsurface draiage GW draiage
26 evapo itercept sowmelt ifil RO Storage i debris Soil moisture storage Percol Fissure flow Deeper ladslides with groudwater storage Large meteorological widows Perched GW storage Subsurface draiage Percol Fissure flow Exteral iflow Deep GW storage GW draiage
27 evapo itercept sowmelt ifil RO Storage i debris Soil moisture storage Percol Fissure flow Cascadig groudwater systems ad fissure flow Perched GW storage Subsurface draiage Percol Fissure flow Exteral iflow Deep GW storage GW draiage
28
29 Perched groudwater Moraiic cover Varved clays
30 Iflow to fissures Draiage from fissures
31 Exfiltratio from silt layers Ifiltratio ito silt layers Water height i moraiic cover determies water height i fissures
32 Frequecy SF safety factor A ladslide is ot always a brick o a slope with a safety factor
33 Ladslides may cosist of a complex of morpho-dyamic systems, which show differetial movemets i time ad space. To aalyse these complex systems we eed : &M 1) Morphology:Geomorphological maps with differet morpho-dyamic uits 2) Moitorig: Itelliget ad sophisticated systems 3) Modelig: Flexible modelig tools
34 Examples: Coverget flow Fluidizatio of slumps Mud Slide - flow displacemets Elastic trasmissio Excess pore pressure geeratio by compressio Overridig ad udraied loadig
35 Coverget flow effect: icrease i resistace 8% Tooth paste model Nieuwehuis1991 La Mure ladslide (Frace)
36 z Fluidizatio of slumps h i+1 x i i time h,,c, h Δσ ρ g hcos Displacemet ad geometric fl chage i ladslides Δτ ρflg 2 α hsiα cosα Δp Excess pore pressure Bgeeratio D(Δσ AD Excess Cvtpore pressure T 2 dissipatio H F r 4 T π 0.5 Δτ) x Possible liquefactio p ' e p e F p r e
37 Fluidizatio of slumps Model result for 1999 slump Super Sauze 55% of Volume liquefied
38 Pore pressure ratio ru (-) Fluidizatio of slumps 2006 Slump Super-Sauze (5m displacemet i 18 days) showed o liquefactio! Modelled Slip surface Pre-Failure Phreatic Post-Failure ru after 3.06m ru after 4.03m ru after 4.67m ru after 5.05m Distace from the crow (m)
39 z Mud Slide - flow displacemets x x time +1 z -1 j+1 j j-1 h i,j h i-1,j h i+1,j,c, i+1 x i i-1 1/cos 1m x DDrivig gsiαforces cosα P i i c i, j 1 i kg taβ i i 2 SCoulomb i g cos αi taυ ' resistace τ forces Ci ρh Velocity (u) profile over z i slice i ρhi, j 1 ui, j 1 ui, j Δz Di Pi Si Ci η (u i, j 0 for j 0) 1 b
40 depth below surface Mud Slide - flow displacemets displacemet mm/day = =14 0 = 2.5 x 10 8 GW = -5.7m =22 0 =14 0 = 2.5 x 10 8 GW = -3m u i, j =22 0 =26 0 = 2.5 x 10 9 GW = -15m Differetvelocity profiles for differet parameters.
41 Mud Slide - flow displacemets
42 depth below surface (m) depth below surface (m) Mud Slide - flow displacemets period 7/2/1994-3/6/ Period: 23 ja - 08 jue displacemet (mm) displacemet mm
43 Elastic trasmissio z u i+1 h i+1 u i h i h i-1 u i-1 d,c, i+1 i i u i D P S d C i i i i ρh η i gsi g τ ρh D cos c i i 2 i kg taβ P cos i i i S i i taυ ' C i 1 b εxx ui 1cos αi 1 uicos αi uicos αi ui 1cos αi 1 ΔP P i i 1 x Δσ P i xe i x h i ΔP i Δt
44 velocity (m/day) Elastic trasmissio m m Distace (m) Chage i velocity over time iduced by elastic trasmissio
45 velocity (m/day) Elastic trasmissio m m Distace (m) Chage i velocity over time iduced by elastic trasmissio
46 Strai (-) Excess pore pressure geeratio by compressio m m 2,00E-01 1,50E-01 1,00E-01 5,00E-02 0,00E+00-5,00E-02-1,00E Distace (m) Compressio Chage i strai over time iduced by elastic trasmissio Dilatatio
47 Strai (-) (-) Excess pore pressure geeratio by compressio m Chage i strai over time iduced by elastic trasmissio m 2,00E-01 1,50E-01 1,00E-01 5,00E-02 Compressio 0,00E+00-5,00E-02-1,00E Distace (m) Chage i strai over time iduced by elastic trasmissio Dilatatio
48 Overridig ad udraied loadig z Displacemet ad loadig of i situ material Excess pore pressure geeratio Possible liquefactio +1 h t+1 h,c, h t Δσ ρ fl g hcos 2 α x i+1 x i i Δτ ρ fl g hsiαcosα Δp B D (Δσ A D Δτ)
49 height Ladslide Overridig ad udraied loadig Pore pressure r u 4 1 3,5 3 0,8 2,5 2 0,6 r u 1,5 0,4 1 0,5 0, ,00 20,00 40,00 60,00 80,00 100,00 120,00 140,00 distace
50 height height Ladslide Overridig ad udraied loadig Pore pressure r u 4 3,5 3 2,5 2 1,5 1 0,5 1 0,8 0,6 0,4 0, ,00 20,00 40,00 60,00 80,00 100,00 120,00 140,00 distace
51 Overridig ad udraied loadig Hugr&Evas 2004
52 Overridig ad udraied loadig Black Volcaic White Volcaic Geertsema 2005
53 Overridig ad udraied loadig Liquefied moraiic I situ moraiic White Volcaic Black Volcaic
54 Coclusios: M$M$M has the future Ad our grad childre
55
56 STARWARS Va Beek 2002
57 Bogaard Importat role evapotraspiratio ad usaturated zoe
58 STARWARS Va Beek 2002
A CONFINEMENT MODEL OF HIGH STRENGTH CONCRETE
3 th World Coferece o Earthquake Egieerig Vacouver, B.C., Caada August -6, 24 Paper No. 873 A CONFINEMENT MODEL OF HIGH STRENGTH CONCRETE Nobutaka NAKAZAWA, Kazuhiko KAWASHIMA 2, Gakuho WATANABE 3, Ju-ichi
Cedar Millwork Products
1 BUILD SOME CHARACTER Edmund Allen s Cedar millwork products will set your design apart by adding the beauty, warmth, elegance of design, and functionality only natural Western Red Cedar can provide.
MONITORING THE STABILITY OF SLOPES BY GPS
MONITORING THE STABILITY OF SLOPES BY GPS Prof. S. Sakurai Costructio Egieerig Research Istitute Foudatio, Japa Prof. N. Shimizu Dept. of Civil Egieerig, Yamaguchi Uiversity, Japa ABSTRACT The stability
Reliability and Queueing
Copyright 999 Uiversity of Califoria Reliability ad Queueig by David G. Messerschmitt Supplemetary sectio for Uderstadig Networked Applicatios: A First Course, Morga Kaufma, 999. Copyright otice: Permissio
Outline. Linear regression. Regularization functions. Polynomial curve fitting. Stochastic gradient descent for regression. MLE for regression
REGRESSION 1 Outlie Liear regressio Regularizatio fuctios Polyomial curve fittig Stochastic gradiet descet for regressio MLE for regressio Step-wise forward regressio Regressio methods Statistical techiques
Massachusetts Institute of Technology
6.0/6.3: Probabilistic Systems Aalysis (Fall 00) Problem Set 8: Solutios. (a) We cosider a Markov chai with states 0,,, 3,, 5, where state i idicates that there are i shoes available at the frot door i
page 1 Total ( )
A B C D E F Costs budget of [Claimant / Defendant] dated [ ] Estimated page 1 Work done / to be done Pre-action Disbs ( ) Time ( ) Disbs ( ) Time ( ) Total ( ) 1 Issue /statements of case 0.00 0.00 CMC
Chemical Kinetics CHAPTER 14. Chemistry: The Molecular Nature of Matter, 6 th edition By Jesperson, Brady, & Hyslop. CHAPTER 14 Chemical Kinetics
Chemical Kietics CHAPTER 14 Chemistry: The Molecular Nature of Matter, 6 th editio By Jesperso, Brady, & Hyslop CHAPTER 14 Chemical Kietics Learig Objectives: Factors Affectig Reactio Rate: o Cocetratio
Vectors 1C. 6 k) = =0 = =17
Vectors C For each problem, calculate the vector product in the bracet first and then perform the scalar product on the answer. a b c= 3 0 4 =4i j 3 a.(b c=(5i+j.(4i j 3 =0 +3= b c a = 3 0 4 5 = 8i+3j+6
C. Lanni(1), E. Cordano(1), R. Rigon(1), A. Tarantino(2)
Landslide Processes: from geomorphologic mapping to dynamic modelling (6-7 February, 2009 - Strasbourg, France) A tribute to Prof. Dr. Theo van Asch C. Lanni(1), E. Cordano(1), R. Rigon(1), A. Tarantino(2)
Announcements, Nov. 19 th
Aoucemets, Nov. 9 th Lecture PRS Quiz topic: results Chemical through Kietics July 9 are posted o the course website. Chec agaist Kietics LabChec agaist Kietics Lab O Fial Exam, NOT 3 Review Exam 3 ad
( ) A i,j. Appendices. A. Sensitivity of the Van Leer Fluxes The flux Jacobians of the inviscid flux vector in Eq.(3.2), and the Van Leer fluxes in
Appendices A. Sensitivity of the Van Leer Fluxes The flux Jacobians of the inviscid flux vector in Eq.(3.2), and the Van Leer fluxes in Eq.(3.11), can be found in the literature [9,172,173] and are therefore
Damped Vibration of a Non-prismatic Beam with a Rotational Spring
Vibratios i Physical Systems Vol.6 (0) Damped Vibratio of a No-prismatic Beam with a Rotatioal Sprig Wojciech SOCHACK stitute of Mechaics ad Fudametals of Machiery Desig Uiversity of Techology, Czestochowa,
2C09 Design for seismic and climate changes
2C09 Desig for seismic ad climate chages Lecture 02: Dyamic respose of sigle-degree-of-freedom systems I Daiel Grecea, Politehica Uiversity of Timisoara 10/03/2014 Europea Erasmus Mudus Master Course Sustaiable
Analysis of soil failure modes using flume tests
Analysis of soil failure modes using flume tests A. Spickermann & J.-P. Malet CNRS UMR 7516, School and Observatory of Earth Sciences, University of Strasbourg, Strasbourg, France Th.W.J. van Asch, M.C.G.
TESTING OF THE FORCES IN CABLE OF SUSPENSION STRUCTURE AND BRIDGES
TSTING OF TH FORCS IN CABL OF SUSPNSION STRUCTUR AND BRIDGS Zhou, M. 1, Liu, Z. ad Liu, J. 1 College of the Muicipal Techology, Guagzhou Uiversity, Guagzhou. Guagzhou Muicipal ad Ladscape gieerig Quality
Analysis of soil failure modes using flume tests
Analysis of soil failure modes using flume tests A. Spickermann & J.-P. Malet Institute of Earth Physics, CNRS UMR 751, University of Strasbourg, Strasbourg, France Th.W.J. van Asch, M.C.G. van Maarseveen,
Polynomial Functions and Their Graphs
Polyomial Fuctios ad Their Graphs I this sectio we begi the study of fuctios defied by polyomial expressios. Polyomial ad ratioal fuctios are the most commo fuctios used to model data, ad are used extesively
EXPERIMENT OF SIMPLE VIBRATION
EXPERIMENT OF SIMPLE VIBRATION. PURPOSE The purpose of the experimet is to show free vibratio ad damped vibratio o a system havig oe degree of freedom ad to ivestigate the relatioship betwee the basic
LABORATOIRES DE MÉCANIQUE DES ROCHES ET DES SOLS
ÉCOLE POLY TECHNI QUE FÉDÉRALE DE LA USANNE Cotributio to the Moutai-Risks project of the Rock ad Soil Mechaics Laboratories of the Swiss Federal Istitute of Techoloy Lausae Dr. Vicet Labiouse Prof. Lyesse
Problem 7.1 Determine the soil pressure distribution under the footing. Elevation. Plan. M 180 e 1.5 ft P 120. (a) B= L= 8 ft L e 1.5 ft 1.
Problem 7.1 Determine the soil pressure distribution under the footing. Elevation Plan M 180 e 1.5 ft P 10 (a) B= L= 8 ft L e 1.5 ft 1.33 ft 6 1 q q P 6 (P e) 180 6 (180) 4.9 kip/ft B L B L 8(8) 8 3 P
Wave Motion
Wave Motio Wave ad Wave motio: Wave is a carrier of eergy Wave is a form of disturbace which travels through a material medium due to the repeated periodic motio of the particles of the medium about their
SOLID MECHANICS TUTORIAL BALANCING OF RECIPROCATING MACHINERY
SOLID MECHANICS TUTORIAL BALANCING OF RECIPROCATING MACHINERY This work covers elemets of the syllabus for the Egieerig Coucil Exam D5 Dyamics of Mechaical Systems. O completio of this tutorial you should
Simulation of Dynamic BAN Channel for Navel to Arm Links Based on Antenna Motion
Simulatio of Dyamic BAN Chael for Navel to Arm Liks Based o Atea Motio Iswadi, Miseok Kim, Ju-ichi Takada, Takahiro Aoyagi Graduate School of Sciece ad Egieerig Tokyo Istitute of Techology Outlie Itroductio
Physics Supplement to my class. Kinetic Theory
Physics Supplemet to my class Leaers should ote that I have used symbols for geometrical figures ad abbreviatios through out the documet. Kietic Theory 1 Most Probable, Mea ad RMS Speed of Gas Molecules
We will conclude the chapter with the study a few methods and techniques which are useful
Chapter : Coordiate geometry: I this chapter we will lear about the mai priciples of graphig i a dimesioal (D) Cartesia system of coordiates. We will focus o drawig lies ad the characteristics of the graphs
Parts Manual. EPIC II Critical Care Bed REF 2031
EPIC II Critical Care Bed REF 2031 Parts Manual For parts or technical assistance call: USA: 1-800-327-0770 2013/05 B.0 2031-109-006 REV B www.stryker.com Table of Contents English Product Labels... 4
Chemical Engineering 374
Chemical Egieerig 374 Fluid Mechaics NoNewtoia Fluids Outlie 2 Types ad properties of o-newtoia Fluids Pipe flows for o-newtoia fluids Velocity profile / flow rate Pressure op Frictio factor Pump power
HKIE-GD Workshop on Foundation Engineering 7 May Shallow Foundations. Dr Limin Zhang Hong Kong University of Science and Technology
HKIE-GD Workshop on Foundation Engineering 7 May 2011 Shallow Foundations Dr Limin Zhang Hong Kong University of Science and Technology 1 Outline Summary of design requirements Load eccentricity Bearing
6.3 Testing Series With Positive Terms
6.3. TESTING SERIES WITH POSITIVE TERMS 307 6.3 Testig Series With Positive Terms 6.3. Review of what is kow up to ow I theory, testig a series a i for covergece amouts to fidig the i= sequece of partial
Module 8 SEISMIC SLOPE STABILITY (Lectures 37 to 40)
Lecture 40 Topics Module 8 SEISMIC SLOPE STABILITY Lectures 37 to 40) 8.6.15 Analysis of Weakening Instability 8.6.16 Flow Failure Analysis 8.6.17 Analysis of Stability 8.6.18 Analysis of Deformation 8.6.19
MATHEMATICAL MODELLING OF ARCH FORMATION IN GRANULAR MATERIALS
6 th INTERNATIONAL MULTIDISCIPLINARY CONFERENCE MATHEMATICAL MODELLING OF ARCH FORMATION IN GRANULAR MATERIALS Istva eppler SZIE Faculty of Mechaics, H-2103 Gödöllő Páter. 1., Hugary Abstract: The mathematical
Numerical Methods in Fourier Series Applications
Numerical Methods i Fourier Series Applicatios Recall that the basic relatios i usig the Trigoometric Fourier Series represetatio were give by f ( x) a o ( a x cos b x si ) () where the Fourier coefficiets
Dynamic Response of Second Order Mechanical Systems with Viscous Dissipation forces
Hadout #b (pp. 4-55) Dyamic Respose o Secod Order Mechaical Systems with Viscous Dissipatio orces M X + DX + K X = F t () Periodic Forced Respose to F (t) = F o si( t) ad F (t) = M u si(t) Frequecy Respose
DYNAMIC ANALYSIS OF BEAM-LIKE STRUCTURES SUBJECT TO MOVING LOADS
DYNAMIC ANALYSIS OF BEAM-LIKE STRUCTURES SUBJECT TO MOVING LOADS Ivaa Štimac 1, Ivica Kožar 1 M.Sc,Assistat, Ph.D. Professor 1, Faculty of Civil Egieerig, Uiverity of Rieka, Croatia INTRODUCTION The vehicle-iduced
NONLOCAL THEORY OF ERINGEN
NONLOCAL THEORY OF ERINGEN Accordig to Erige (197, 1983, ), the stress field at a poit x i a elastic cotiuum ot oly depeds o the strai field at the poit (hyperelastic case) but also o strais at all other
Module 1 Fundamentals in statistics
Normal Distributio Repeated observatios that differ because of experimetal error ofte vary about some cetral value i a roughly symmetrical distributio i which small deviatios occur much more frequetly
Nuclear Data Needs for. in HFIR. M.T. Pigni and I.C. Gauld. 238Pu Production Targets. Oak Ridge National Laboratory Oak Ridge, TN
Nuclear Data Needs for Productio Targets i FIR M.T. Pigi ad I.C. Gauld Oak Ridge Natioal aoratory Oak Ridge, TN Nuclear Data Needs ad Capailities for Applicatios awrece Berkley Natioal aoratory 27-29 May
MetroCount Traffic Executive Individual Vehicles
Individual-34 Page 1 MetroCount Traffic Executive Individual Vehicles Individual-34 -- English (ENA) Datasets: Site: [00001] Old Coast Rd 4km N of Od Bunbury Rd Direction: 5 - South bound A>B, North bound
Numerical Simulation of Thermomechanical Problems in Applied Mechanics: Application to Solidification Problem
Leoardo Joural of Scieces ISSN 1583-0233 Issue 9, July-December 2006 p. 25-32 Numerical Simulatio of Thermomechaical Problems i Applied Mechaics: Applicatio to Solidificatio Problem Vicet Obiajulu OGWUAGWU
Stopping oscillations of a simple harmonic oscillator using an impulse force
It. J. Adv. Appl. Math. ad Mech. 5() (207) 6 (ISSN: 2347-2529) IJAAMM Joural homepage: www.ijaamm.com Iteratioal Joural of Advaces i Applied Mathematics ad Mechaics Stoppig oscillatios of a simple harmoic
Pixel Recurrent Neural Networks
Pixel Recurret Neural Networks Aa ro va de Oord, Nal Kalchbreer, Koray Kavukcuoglu Google DeepMid August 2016 Preseter - Neha M Example problem (completig a image) Give the first half of the image, create
1 Cabin. Professor: What is. Student: ln Cabin oh Log Cabin! Professor: No. Log Cabin + C = A Houseboat!
MATH 4 Sprig 0 Exam # Tuesday March st Sectios: Sectios 6.-6.6; 6.8; 7.-7.4 Name: Score: = 00 Istructios:. You will have a total of hour ad 50 miutes to complete this exam.. A No-Graphig Calculator may
Simple Linear Regression
Chapter 2 Simple Liear Regressio 2.1 Simple liear model The simple liear regressio model shows how oe kow depedet variable is determied by a sigle explaatory variable (regressor). Is is writte as: Y i
EVALUATION OF GLASS FIBER/EPOXY INTERFACIAL STRENGTH BY THE CRUCIFORM SPECIMEN METHOD
EVALUATION OF GLASS FIBER/EPOX INTERFACIAL STRENGTH B THE CRUCIFORM SPECIMEN METHOD Ju KOANAGI, Hajime KATO, Akihiro KASHIMA, uichi IGARASHI, Keichi WATANABE 3, Ichiro UENO 4 ad Shiji OGIHARA 4 Istitute
UNIVERSITY OF BOLTON SCHOOL OF ENGINEERING BENG (HONS) IN MECHANICAL ENGINEERING SEMESTER 1 EXAMINATION 2016/2017
UNIVERSITY OF BOLTON TW30 SCHOOL OF ENGINEERING BENG (HONS) IN MECHANICAL ENGINEERING SEMESTER EXAMINATION 06/07 ADVANCED THERMOFLUIDS & CONTROL SYSTEMS MODULE NO: AME6005 Date: Thursday Jauary 07 Time:
Need of Proper Development in Hilly Urban Areas to Avoid
Need of Proper Development in Hilly Urban Areas to Avoid Landslide Hazard Dr. Arvind Phukan, P.E. Cosultant/Former Professor of Civil Engineering University of Alaska, Anchorage, USA RI District Governor
The Space Redundant Robotic Manipulator Chaotic Motion Dynamics Control Algorithm
Sesors & rasducers, Vol. 75, Issue 7, July 24, pp. 27-3 Sesors & rasducers 24 by IFSA Publishig, S. L. http://www.sesorsportal.com he Space Redudat Robotic Maipulator Chaotic Motio Dyamics Cotrol Algorithm
Emergency preparedness tools for landslides
http://omiv.unistra.fr Emergency preparedness tools for landslides A. Remaître, J.-P. Malet, S. Sterlacchinni, A. Pasuto Institut de Physique du Globe, Université de Strasbourg, Strasbourg, France CERG,
South Pacific Form Seven Certificate PHYSICS. QUESTION and ANSWER BOOKLET Time allowed: Two and a half hours
South Pacific Form Seven Certificate INSTRUCTIONS PHYSICS 2015 QUESTION and ANSWER BOOKLET Time allowed: Two and a half hours Write your Student Personal Identification Number (SPIN) in the space provided
PILOT STUDY ON THE HORIZONTAL SHEAR BEHAVIOUR OF FRP RUBBER ISOLATORS
Asia-Pacific Coferece o FRP i Structures (APFIS 2007) S.T. Smith (ed) 2007 Iteratioal Istitute for FRP i Costructio PILOT STUDY ON THE HORIZONTAL SHEAR BEHAVIOUR OF FRP RUBBER ISOLATORS T.B. Peg *, J.Z.
Indeterminate Analysis Force Method 1
Indeterminate Analysis Force Method 1 The force (flexibility) method expresses the relationships between displacements and forces that exist in a structure. Primary objective of the force method is to
Maximum and Minimum Values
Sec 4.1 Maimum ad Miimum Values A. Absolute Maimum or Miimum / Etreme Values A fuctio Similarly, f has a Absolute Maimum at c if c f f has a Absolute Miimum at c if c f f for every poit i the domai. f
Nonequilibrium Excess Carriers in Semiconductors
Lecture 8 Semicoductor Physics VI Noequilibrium Excess Carriers i Semicoductors Noequilibrium coditios. Excess electros i the coductio bad ad excess holes i the valece bad Ambiolar trasort : Excess electros
Toy models for Rayleigh- Taylor instability:
Toy models for Rayleigh- Taylor istability: Stuart Dalziel Departmet of Applied Mathematics ad Theoretical Physics iversity of Cambridge Iteratioal Workshop o the Physics of Compressible Turbulet Mixig
Castiel, Supernatural, Season 6, Episode 18
13 Differetial Equatios the aswer to your questio ca best be epressed as a series of partial differetial equatios... Castiel, Superatural, Seaso 6, Episode 18 A differetial equatio is a mathematical equatio
The coalescent coalescence theory
The coalescet coalescece theory Peter Beerli September 1, 009 Historical ote Up to 198 most developmet i populatio geetics was prospective ad developed expectatios based o situatios of today. Most work
Assistant in the Geomatic and risk analysis institute (IGAR) and Geophysical institute (IG), University of Lausanne
Who am I? That is the question Travelletti Julien Nationality: Swiss Date of birth: 24.10.1980 Master in engineering geology, University of Lausanne, Switzerland, 2007 «Large-scale landslide and debris
Mechatronics. Time Response & Frequency Response 2 nd -Order Dynamic System 2-Pole, Low-Pass, Active Filter
Time Respose & Frequecy Respose d -Order Dyamic System -Pole, Low-Pass, Active Filter R 4 R 7 C 5 e i R 1 C R 3 - + R 6 - + e out Assigmet: Perform a Complete Dyamic System Ivestigatio of the Two-Pole,
The axial dispersion model for tubular reactors at steady state can be described by the following equations: dc dz R n cn = 0 (1) (2) 1 d 2 c.
5.4 Applicatio of Perturbatio Methods to the Dispersio Model for Tubular Reactors The axial dispersio model for tubular reactors at steady state ca be described by the followig equatios: d c Pe dz z =
Geotechnical analysis of slopes and landslides: achievements and challenges
University of Wollongong Research Online Faculty of Engineering - Papers (Archive) Faculty of Engineering and Information Sciences 2010 Geotechnical analysis of slopes and landslides: achievements and
METRO EAST EDUCATION DISTRICT NATIONAL SENIOR CERTIFICATE GRADE 12 MATHEMATICS PAPER 1 SEPTEMBER 2014
METRO EAST EDUCATION DISTRICT NATIONAL SENIOR CERTIFICATE GRADE MATHEMATICS PAPER SEPTEMBER 04 MARKS: 50 TIME: 3 hours This paper cosists of 7 pages ad a iformatio sheet. GR Mathematics- P MEED September
Using vegetation properties to predict flow resistance and erosion rates. Nick Kouwen University of Waterloo Waterloo, Canada
1/37 INTERNATIONAL WORKSHOP o RIParia FORest Vegetated Chaels: Hydraulic Morphological ad Ecological Aspects Treto, Italy, 20-22 February 2003 Usig vegetatio properties to predict flow resistace ad erosio
Drive Technology \ Drive Automation \ System Integration \ Services. Data Sheet. Functional Safety Safety Characteristics for Brake BE..
Drive Techology \ Drive Automatio \ System Itegratio \ Services Data Sheet Fuctioal Safety Safety Characteristics for Brake BE..(FS) Editio 08/2012 19491212 / EN SEW-EURODRIVE Drivig the world Data Sheet
Mixed Criticality Systems with Weakly-Hard Constraints
Mixed Criticality Systems with Weakly-Hard Costraits Oliver Gettigs Uiversity of York oliver@cs.york.ac.uk Sophie Quito INRIA Greoble sophie.quito@iria.fr Rob Davis Uiversity of York rob.davis@york.ac.uk
9/13/2011 CHAPTER 9 AND SUBSIDENCE. Case History: La Conchita Landslide. Introduction
CHAPTER 9 SLOPE PROCESSES, LANDSLIDES, AND SUBSIDENCE Case History: La Conchita Landslide La Conchita: small coastal community 80 km (50 mi) northwest of Los Angeles Landslide occurred on January 10, 2005
Math 113 Exam 3 Practice
Math Exam Practice Exam will cover.-.9. This sheet has three sectios. The first sectio will remid you about techiques ad formulas that you should kow. The secod gives a umber of practice questios for you
The Advanced Encryption Standard
Lecturers: Mark D. Ryan and David Galindo. Cryptography 2017. Slide: 48 The Advanced Encryption Standard Successor of DES DES considered insecure; 3DES considered too slow. NIST competition in 1997 15
NATIONAL SENIOR CERTIFICATE GRADE 12
NATIONAL SENIOR CERTIFICATE GRADE 1 MATHEMATICS P SEPTEMBER 016 MARKS: 150 TIME: 3 hours This questio paper cosists of 13 pages, 1 iformatio sheet ad a aswer book. INSTRUCTIONS AND INFORMATION Read the
Fizeau s Experiment with Moving Water. New Explanation. Gennady Sokolov, Vitali Sokolov
Fizeau s Experimet with Movig Water New Explaatio Geady Sokolov, itali Sokolov Email: sokolov@vitalipropertiescom The iterferece experimet with movig water carried out by Fizeau i 85 is oe of the mai cofirmatios
Analysis of the No-Load Characteristic of the Moving Coil Linear Compressor
Purdue Uiversity Purdue e-pubs Iteratioal Compressor Egieerig Coferece School of Mechaical Egieerig 008 Aalysis of the No-Load Characteristic of the Movig Coil Liear Compressor Yigbai Xie North Chia Electric
Chapter 10: Power Series
Chapter : Power Series 57 Chapter Overview: Power Series The reaso series are part of a Calculus course is that there are fuctios which caot be itegrated. All power series, though, ca be itegrated because
A Study for Monitoring System of Tunnel Portal Slopes at Hanti Tunnel in Korea
Disaster Mitigatio of Debris Flows, Slope Failures ad Ladslides 591 A Study for Moitorig System of Tuel Portal Slopes at Hati Tuel i Korea O-Il Kwo, 1) Yog Bae, 2) Ki-Tae Chag 3) ad Hee-Soo 4) 1) Geotechical
Landslides & Debris Flows
T.#Perron# #12.001# #Landslides#&#Debris#Flows# 1# Landslides & Debris Flows Many geologic processes, including those shaping the land surface, are slowacting, involving feedbacks that operate over many
CMOS. Dynamic Logic Circuits. Chapter 9. Digital Integrated Circuits Analysis and Design
MOS Digital Itegrated ircuits Aalysis ad Desig hapter 9 Dyamic Logic ircuits 1 Itroductio Static logic circuit Output correspodig to the iput voltage after a certai time delay Preservig its output level
Position Time Graphs 12.1
12.1 Positio Time Graphs Figure 3 Motio with fairly costat speed Chapter 12 Distace (m) A Crae Flyig Figure 1 Distace time graph showig motio with costat speed A Crae Flyig Positio (m [E] of pod) We kow
APPENDIX A EARLY MODELS OF OXIDE CMP
APPENDIX A EALY MODELS OF OXIDE CMP Over the past decade ad a half several process models have bee proposed to elucidate the mechaism ad material removal rate i CMP. Each model addresses a specific aspect
Elementary Statistics
Elemetary Statistics M. Ghamsary, Ph.D. Sprig 004 Chap 0 Descriptive Statistics Raw Data: Whe data are collected i origial form, they are called raw data. The followig are the scores o the first test of
What is Probability?
Quatificatio of ucertaity. What is Probability? Mathematical model for thigs that occur radomly. Radom ot haphazard, do t kow what will happe o ay oe experimet, but has a log ru order. The cocept of probability
VICTORIA JUNIOR COLLEGE Preliminary Examination. Paper 1 September 2015
VICTORIA JUNIOR COLLEGE Prelimiary Eamiatio MATHEMATICS (Higher ) 70/0 Paper September 05 Additioal Materials: Aswer Paper Graph Paper List of Formulae (MF5) 3 hours READ THESE INSTRUCTIONS FIRST Write
Principle Of Superposition
ecture 5: PREIMINRY CONCEP O RUCUR NYI Priciple Of uperpositio Mathematically, the priciple of superpositio is stated as ( a ) G( a ) G( ) G a a or for a liear structural system, the respose at a give
Computing Confidence Intervals for Sample Data
Computig Cofidece Itervals for Sample Data Topics Use of Statistics Sources of errors Accuracy, precisio, resolutio A mathematical model of errors Cofidece itervals For meas For variaces For proportios
Jitter Transfer Functions For The Reference Clock Jitter In A Serial Link: Theory And Applications
Jitter Trasfer Fuctios For The Referece Clock Jitter I A Serial Lik: Theory Ad Applicatios Mike Li, Wavecrest Ady Martwick, Itel Gerry Talbot, AMD Ja Wilstrup, Teradye Purposes Uderstad various jitter
[ ] sin ( ) ( ) = 2 2 ( ) ( ) ( ) ˆ Mechanical Spectroscopy II
![[ ] sin ( ) ( ) = 2 2 ( ) ( ) ( ) ˆ Mechanical Spectroscopy II](/thumbs/72/66401300.jpg "[ ] sin ( ) ( ) = 2 2 ( ) ( ) ( ) ˆ Mechanical Spectroscopy II")
Solid State Pheomea Vol. 89 (003) pp 343-348 (003) Tras Tech Publicatios, Switzerlad doi:0.408/www.scietific.et/ssp.89.343 A New Impulse Mechaical Spectrometer to Study the Dyamic Mechaical Properties
A statistical method to determine sample size to estimate characteristic value of soil parameters
A statistical method to determie sample size to estimate characteristic value of soil parameters Y. Hojo, B. Setiawa 2 ad M. Suzuki 3 Abstract Sample size is a importat factor to be cosidered i determiig
2.25 Advanced Fluid Mechanics
MIT Department of Mechanical Engineering.5 Advanced Fluid Mechanics Problem 6.0a This problem is from Advanced Fluid Mechanics Problems by A.H. Shapiro and A.A. Sonin Consider a steady, fully developed
Vibratory Motion. Prof. Zheng-yi Feng NCHU SWC. National CHung Hsing University, Department of Soil and Water Conservation
Vibratory Motio Prof. Zheg-yi Feg NCHU SWC 1 Types of vibratory motio Periodic motio Noperiodic motio See Fig. A1, p.58 Harmoic motio Periodic motio Trasiet motio impact Trasiet motio earthquake A powerful
9.3 The INTEGRAL TEST; p-series
Lecture 9.3 & 9.4 Math 0B Nguye of 6 Istructor s Versio 9.3 The INTEGRAL TEST; p-series I this ad the followig sectio, you will study several covergece tests that apply to series with positive terms. Note
Chapter 2 Motion and Recombination of Electrons and Holes
Chapter 2 Motio ad Recombiatio of Electros ad Holes 2.1 Thermal Eergy ad Thermal Velocity Average electro or hole kietic eergy 3 2 kt 1 2 2 mv th v th 3kT m eff 3 23 1.38 10 JK 0.26 9.1 10 1 31 300 kg
2 f(x) dx = 1, 0. 2f(x 1) dx d) 1 4t t6 t. t 2 dt i)
Math PracTest Be sure to review Lab (ad all labs) There are lots of good questios o it a) State the Mea Value Theorem ad draw a graph that illustrates b) Name a importat theorem where the Mea Value Theorem
Section 5.5. Infinite Series: The Ratio Test
Differece Equatios to Differetial Equatios Sectio 5.5 Ifiite Series: The Ratio Test I the last sectio we saw that we could demostrate the covergece of a series a, where a 0 for all, by showig that a approaches
UNIFORM FLOW. U x. U t
UNIFORM FLOW if : 1) there are o appreciable variatios i the chael geometry (width, slope, roughess/grai size), for a certai legth of a river reach ) flow discharge does ot vary the, UNIFORM FLOW coditios
A Preliminary Finite-Element Analysis of a Shallow Landslide in the Alki Area of Seattle, Washington
A Preliminary Finite-Element Analysis of a Shallow Landslide in the Alki Area of Seattle, Washington By S. Debray and W.Z. Savage Open-File Report 01-0357 2001 This report is preliminary and has not been
1.5 STRESS-PATH METHOD OF SETTLEMENT CALCULATION 1.5 STRESS-PATH METHOD OF SETTLEMENT CALCULATION
Module 6 Lecture 40 Evaluation of Soil Settlement - 6 Topics 1.5 STRESS-PATH METHOD OF SETTLEMENT CALCULATION 1.5.1 Definition of Stress Path 1.5. Stress and Strain Path for Consolidated Undrained Undrained
Momentum equation Vector equation of motion for a continuum: Steady flow: t = 0 : d I Pressure: Fp = n. p 2 A
Mometum equatio Vector equatio of motio for a cotiuum: Steady flow: t = 0 : d I dt = A ρ ( )da = F a = F p + F g (+ F R ) + F S Pressure: Fp = A pda df = p da +p 1 A p p 1 2 y x x x p 2 A Volume force:
Scenario development. External. employment. Labor Market Economically Active Population In-commuters Out-commuters Employment in non-basic sectors
A Spatial Ecoometric Model of the Korea Ecoomy Doleswar Bhadari BBER, Uiversity of New Mexico Thomas G. Johso Deis P. Robiso Commuity Policy Aalysis Ceter Uiversity of Missouri Motivatio Applicatio of
: ) 9) 6 PM, 6 PM
Physics 101 Sectio 3 Mar. 1 st : Ch. 7-9 review Ch. 10 Aoucemets: Test# (Ch. 7-9) will be at 6 PM, March 3 (6) Lockett) Study sessio Moday eveig at 6:00PM at Nicholso 130 Class Website: http://www.phys.lsu.edu/classes/sprig010/phys101-3/
Chapter 12 - Quality Cotrol Example: The process of llig 12 ouce cas of Dr. Pepper is beig moitored. The compay does ot wat to uderll the cas. Hece, a target llig rate of 12.1-12.5 ouces was established.
Student Supplement for Optoelectronics and Photonics: Principles and Practices Second Edition A Complete Course in Power Point.
Studet Suppleet for Optoelectroics ad Photoics: Priciples ad Practices Secod Editio A Coplete Course i Power Poit Chapter [ February 04] Copyright Iforatio ad Perissio: Part I This Power Poit presetatio
ln(i G ) 26.1 Review 26.2 Statistics of multiple breakdowns M Rows HBD SBD N Atoms Time
EE650R: Reliability Physics of Naoelectroic Devices Lecture 26: TDDB: Statistics of Multiple Breadows Date: Nov 17, 2006 ClassNotes: Jaydeep P. Kulari Review: Pradeep R. Nair 26.1 Review I the last class