2 History of Transport I of Transport Improvements Rovements
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Parametric Terracing As Optimization of Controlled Slope Intervention
water Article Parametric Terracing as Optimization of Controlled Slope Intervention Tomaž Berˇciˇc and Lucija Ažman-Momirski * Faculty of Architecture, University of Ljubljana, Zoisova 12, 1000 Ljubljana, Slovenia; [email protected] * Correspondence: [email protected] Received: 31 December 2019; Accepted: 21 February 2020; Published: 26 February 2020 Abstract: With the introduction of mechanization in agriculture, the area of terraced slopes has increased. However, in most cases, the planning of terracing in practice remains experience-based, which is no longer effective from an agricultural, geological, and hydrological point of view. The usual method of building terraces, especially terraces with earth risers, is therefore outdated, and a new method must be found for planning and building terraced areas. In addition to geographical information system (GIS) tools, parametric design tools for planning terraced landscapes are now available. Based on the design approaches for a selected plot in the Gorizia Hills in Slovenia, where we used a trial-and-error method, we improved previous results by defining a model using a computer algorithm that generates a terraced landscape on a selected slope depending on various input parameters such as the height of the terrace slope, the inclination of the terrace slope, the width of the terrace platform, and the number of terraces. For the definition of the algorithm we used the visual program tool Grasshopper. By changing the values of the input data parameters, the algorithm was able to present combinatorial simulations through a variety of different solutions with all the corresponding statistics. With such results it is much easier to make a conscious decision on which combination of parameters is optimal to prevent landslides, plan adequate drainage, and control soil movements when building terraces. -
Soil Characterization, Classification, and Biomass Accumulation in the Otter Creek Wilderness
View metadata, citation and similar papers at core.ac.uk brought to you by CORE provided by The Research Repository @ WVU (West Virginia University) Graduate Theses, Dissertations, and Problem Reports 2003 Soil characterization, classification, and biomass accumulation in the Otter Creek Wilderness Jamie Schnably West Virginia University Follow this and additional works at: https://researchrepository.wvu.edu/etd Recommended Citation Schnably, Jamie, "Soil characterization, classification, and biomass accumulation in the Otter Creek Wilderness" (2003). Graduate Theses, Dissertations, and Problem Reports. 1800. https://researchrepository.wvu.edu/etd/1800 This Thesis is protected by copyright and/or related rights. It has been brought to you by the The Research Repository @ WVU with permission from the rights-holder(s). You are free to use this Thesis in any way that is permitted by the copyright and related rights legislation that applies to your use. For other uses you must obtain permission from the rights-holder(s) directly, unless additional rights are indicated by a Creative Commons license in the record and/ or on the work itself. This Thesis has been accepted for inclusion in WVU Graduate Theses, Dissertations, and Problem Reports collection by an authorized administrator of The Research Repository @ WVU. For more information, please contact [email protected]. Soil Characterization, Classification, and Biomass Accumulation in the Otter Creek Wilderness Jamie Schnably Thesis submitted to The Davis College of Agriculture, Forestry, and Consumer Sciences at West Virginia University In partial fulfillment of the requirements for the degree of Master of Science In Plant and Soil Sciences John C. Sencindiver, Ph. D., Chair Louis McDonald, Ph. -
Properties of Soils of the Outwash Terraces of Wisconsin Age in Iowa
Proceedings of the Iowa Academy of Science Volume 59 Annual Issue Article 30 1952 Properties of Soils of the Outwash Terraces of Wisconsin Age in Iowa C. Lynn Coultas Iowa State College Ralph J. McCracken U.S. Department of Agriculture Let us know how access to this document benefits ouy Copyright ©1952 Iowa Academy of Science, Inc. Follow this and additional works at: https://scholarworks.uni.edu/pias Recommended Citation Coultas, C. Lynn and McCracken, Ralph J. (1952) "Properties of Soils of the Outwash Terraces of Wisconsin Age in Iowa," Proceedings of the Iowa Academy of Science, 59(1), 233-247. Available at: https://scholarworks.uni.edu/pias/vol59/iss1/30 This Research is brought to you for free and open access by the Iowa Academy of Science at UNI ScholarWorks. It has been accepted for inclusion in Proceedings of the Iowa Academy of Science by an authorized editor of UNI ScholarWorks. For more information, please contact [email protected]. Coultas and McCracken: Properties of Soils of the Outwash Terraces of Wisconsin Age in I Properties of Soils of the Outwash Terraces of Wisconsin Age in Iowa By C. LYNN CouLTAS1 AND RALPH J. McCRACKEN2 Joint contribution from the Iowa Agricultural Experiment Station and the U. S. Department of Agriculture. Journal paper No. J-2092, Project 1152 of the Iowa Agricultural Experiment Station, Ames, Iowa. INTRODUCTION For adequate classification and mapping of soils it is necessary to learn as much as possible about their chemical and physical properties, their age, and the parent materials or geological materials from which they have formed. -
Land Reclamation with Trees in Iowa^
LAND RECLAMATION WITH TREES IN IOWA^ Richard B. ~a11~ Abstract.--The most important considerations in revegeta- ting reclaimed lands are soil pH, moisture availability, and the restoration of fertility and good nutrient cycling. Green ash, cottonwood, alder, Arnot bristly locust, and several con- ifers are used most in plantings. Emphasis is placed on the use of symbiotic nitrogen fixation and mycorrhizae to improve establishment and growth of trees. INTRODUCTION Although the surface mining of sand, gravel, limestone, gypsum, clay, and coal all As an aid to reclamation efforts in Iowa contribute significantly to land reclamation and surrounding areas, this paper reviews the needs in Iowa, coal mining has drawn the most findings of revegetation studies done on old attention. Iowa's coal deposits are confined spoil areas, discusses current work being to the south-central and southeastern portions conducted on the Iowa State University demon- of the state, areas characterized by a rolling stration mine site, and projects some of the topography and soils high in clay content. techniques likely to be useful once the necessary developmental research is complet- The coal deposits are relatively high in ed. Most of the results discussed are based sulfur content, a factor delaying current use on coal mine reclamation work, but they also of the resource. As the technology of sulfur should have general applicability to other removal improves and the price of coal import- reclamation efforts. ed to the state escalates, strip mining for Iowa coal could return to its former level of A total of about 12,000 acres of mined 400-500 acres per year (80-100 acres per year lands are in need of reclamation in Iowa. -
COMPILATION Report Wellington Public Transport Spine Study
COMPILATION REPORT WELLINGTON PUBLIC TRANSPORT SPINE STUDY CONTENTS Executive Summary 1 1. Introduction 9 2. Public Transport in Wellington 15 3. Study Engagement 21 4. Study Approach 25 5. The Problem and Desired State for Public Transport 29 6. Future Development and Transport Trends 33 7. The Options 37 8. The Option Results 59 9. Staging of options 71 10. Supporting Policy Interventions 75 11. Treasury Better Business Case 79 12. Conclusion 89 Appendix A International Review Case Studies 91 Appendix B Mode Description and Application 93 Appendix C Option Costs 99 EXECUTIVE SUMMARY 2 | Compilation Report | Wellington Public Transport Spine Study Background The process The Public Transport Spine Study (PTSS) is The PTSS approach has progressively narrowed about determining what a future public transport down the number of options (long list, medium solution for Wellington might be. The study list, short list), with each stage providing a more was commissioned by Greater Wellington detailed analysis of those options. Regional Council, Wellington City Council and the New Zealand Transport Agency. These The option assessment was underpinned by three agencies have worked in partnership findings from an international review of public throughout this study to ensure it is aligned transport systems which informed the study of with the economic and transport needs in the characteristics of different transport modes, Wellington City and the wider region. success factors, design issues, constraints, available technology and procurement processes. A key action from the Ngauranga to Airport Corridor Plan (2008) was to provide major improvements to Transport modelling, using a suite of regional public transport to provide a high quality, reliable models and the latest land use and transport and safe service between the Wellington Rail forecasts, has informed the assessment, along with Station and the regional hospital. -
The Puget Lowland Earthquakes of 1949 and 1965
THE PUGET LOWLAND EARTHQUAKES OF 1949 AND 1965 REPRODUCTIONS OF SELECTED ARTICLES DESCRIBING DAMAGE Compiled by GERALD W. THORSEN WASHINGTON DIVISION OF GEOLOGY AND EARTH RESOURCES INFORMATION CIRCULAR 81 1986 • •~.__.•• WASHINGTONNatural STATE Resources DEPARTMENT OF Brian Boyle - Commissioner ol Public Lands -- Ar1 Stearns • Supervuor • J I·' • F ront oove r : Falling parapets and ornamentation, rooftop water tanks, chimneys, and other heavy objects caused widespread damage during both the 1949 and 1965 events. Such falling debris commonly damaged or destroyed fire escapes, such as the one in the upper left. This Seattle Times photo shows Yesler Way on April 13, 1949. (Photo reproduced by permission of Seattle Times) Back cover: A. Earthquake-triggered landslides cut rail lines in both the 1949 and 1965 events. This slide occurred between Olympia and Tumwater. (1965 Daily Olympian photo by Greg Gilbert) B. "Sand boils" were created by geysers of muddy water escaping from saturated sediments along Capitol Lake. Soil liquefaction, such as occurred here, was a common source of damage in low-lying areas of fill underlain by flood plain, tide flat, or delta deposits. Sidewalk slabs in this 1965 Oivision staff photo provide scale. C. Suspended fluorescent light fixtures, such as this one in an Olympia school, commonly sustained damage du ring the 1965 quake . Three mail sorters were injured in the newly completed Olympia post office when similar fixtures fell. (Daily Olymp ian photo by Del Ogden) WASHINGTON DIVISION Of GEOLOGY AND EARTH RESOURCES Raymond Lasmanis. State Geologist THE PUGET LOWLAND EARTHQUAKES OF 1949 AND 1965 REPRODUCTIONS OF SELECTED ARTICLES DESCRIBING DAMAGE Compiled by GERALD W. -
Landslides Impacting Linear Infrastructure in West Central British Columbia
Nat Hazards (2009) 48:59–72 DOI 10.1007/s11069-008-9248-0 ORIGINAL PAPER Landslides impacting linear infrastructure in west central British Columbia M. Geertsema Æ J. W. Schwab Æ A. Blais-Stevens Æ M. E. Sakals Received: 22 November 2007 / Accepted: 29 April 2008 / Published online: 22 May 2008 Ó Springer Science+Business Media B.V. 2008 Abstract Destructive landslides are common in west central British Columbia. Land- slides include debris flows and slides, earth flows and flowslides, rock falls, slides, and avalanches, and complex landslides involving both rock and soil. Pipelines, hydrotrans- mission lines, roads, and railways have all been impacted by these landslides, disrupting service to communities. We provide examples of the destructive landslides, their impacts, and the climatic conditions associated with the failures. We also consider future land- sliding potential for west central British Columbia under climate change scenarios. Keywords Landslide Linear infrastructure Climate change British Columbia Á Á Á 1 Introduction West central British Columbia (BC) is a rugged but sparsely populated portion of the province (Fig. 1). Nevertheless, the area hosts important transportation corridors, linking its communities and providing Canadian access to the orient. Infrastructure includes roads, railways, hydrotransmission lines, and hydrocarbon pipelines. The cities of Kitimat and Prince Rupert are important deep sea ports that are expected to undergo substantial growth to meet the needs of growing Asian economies. Recently, major oil pipelines have been proposed, connecting the North American network to a Pacific tidewater port at Kitimat. The purpose of this article is to provide examples of various types of destructive landslides that impact linear infrastructure in west central BC. -
Terraces Iowa Job Sheet
Terraces Iowa Job Sheet Natural Resources Conservation Service May 2001 Des Moines, Iowa Narrow base Grassed backslope Broadbase What is terracing? tillage, crop rotations, and field Where to get help Terraces are earthen structures that borders. For assistance in planning, design- intercept runoff on moderate to Terracing reduces sediment pollu- ing and laying out a terrace system steep slopes. They transform long tion of lakes and streams, and traps on your farm, contact your local slopes into a series of shorter phosphorus attached to sediment Natural Resources Conservation slopes. Terraces reduce the rate of particles. Grassed frontslopes and Service (NRCS) office. For more runoff and allow soil particles to backslopes of some terraces provide job sheets and conservation infor- settle out. The resulting cleaner cover for wildlife. mation visit the NRCS website at water is then carried off the field in www.ia.nrcs.usda.gov a non-erosive manner. Where the practice applies Terraces can be used on fields How it helps the land where sheet and rill erosion or Terraces are used to reduce sheet ephemeral gullies are a problem. and rill erosion and prevent gully They can also be used where runoff development. They are most effec- or sediment could impair water tive when used in combination with quality or cause damage other practices such as conservation downstream. Requirements of terracing — Narrow base terraces have 2:1 terraces. Also be careful not to Several important factors must be slopes on both the frontslope and crowd these grassed areas with considered when planning and design- backslope. Both front and back- farming operations. -
Let's Get Wellington Moving
Let’s Get Wellington Moving: Time To Re-focus © Copyright Karori Residents’ Association Author Bill Guest 2 March 2021 Introduction In 2001 the New Zealand Transport Agency (NZTA) began considering how to connect the Wellington foothills motorway to the planned second tunnel through Mount Victoria. The new tunnel was to be located slightly north of the present tunnel, and parallel to it. 14 years later, after years of bickering and court cases, the proposed bridged highway on the north side of the Basin Reserve was defeated by the decision of the High Court not to overturn the decision of Commissioners to decline the resource consent required to proceed. While the Mayor of Wellington at the time, and several Councillors expressed pleasure at the decision, the only positive solutions suggested seemed to be “mass transit/light rail” and “cycleways” without a clear strategy or justification for either. In 2016 NZTA reached an agreement with Wellington City Council (WCC) and Greater Wellington City Council (GWRC) to form a joint planning group to devise and implement solutions to the growing congestion problems in Wellington City. The group became known as Let’s Get Wellington Moving (LGWM). Karori Residents Association is concerned about LGWM and believes that it is urgent that WCC asserts its position as the planning authority for the city and seeks a significant re-focus of the work of LGWM. Background When the Wellington foot-hills motorway was built in the late 1960s, the intention was to swing eastwards after passing through the new Terrace tunnel, and to cross over Aro Flat to meet the both the old (1931) and a new Mt Victoria tunnel. -
Slope Stability Investigation and Repair Recommendations Chalk Bluffs Water Treatment Plant Highland Ditch Canal Reno, Nevada
SLOPE STABILITY INVESTIGATION AND REPAIR RECOMMENDATIONS CHALK BLUFFS WATER TREATMENT PLANT HIGHLAND DITCH CANAL RENO, NEVADA PREPARED FOR: TMWA JUNE 2018 FILE: 2056 6980 Sierra Center Parkway, Suite 90 Reno, NV 89511 June 26, 2018 Mr. Chris Struffert P.E. TMWA 1355 Capital Boulevard P.O. Box 30013 Reno, Nevada 89520-3013 RE: Slope Stability Investigation and Repair Recommendations Chalk Bluffs Water Treatment Plant Highland Ditch Canal Reno, Nevada Dear Mr. Struffert, Construction Materials Engineers Inc. (CME) is pleased to submit the results of our slope stability investigation and repair recommendations for the Highland Ditch Canal located at the Chalk Bluffs Water Treatment Plant in Reno, Nevada. The following report includes the results of our field and laboratory investigations and presents our recommendations for the design and construction of the project. We wish to thank you for the opportunity to provide our services and look forward to working on future endeavors together. Please feel free to call us should you have any questions or require additional information. Sincerely, CONSTRUCTION MATERIALS ENGINEERS, INC. Randal A. Reynolds, PE Senior Geotechnical Engineer [email protected] Direct: 775-737-7576 Cell: 775-527-3264 RAR:rar:jy V:\Active\2056\Report\final\Cvr ltr. 6-26-18.docx Office 775-851-8205 fax 775-851-8593 www.cme-corp.com TABLE OF CONTENTS 1.0 INTRODUCTION ......................................................................................................................... 1 2.0 SITE CONDITIONS AND PROJECT -
Wp2 - Background Trends and Issues (Final) Page 1 of 89
Wellington's Regional Land Transport Plan Working Paper 2 – Background Trends and Issues Data & Analysis Team For more information, contact the Greater Wellington Regional Council: Wellington PO Box 11646 January 2015 T 04 384 5708 F 04 385 6960 www.gw.govt.nz www.gw.govt.nz [email protected] Contents 1. Introduction 5 1.1 Policy context for RLTP working papers 5 1.3 Outline of this working paper 8 2. Population 9 2.1 Recent trends 9 2.2 Population projections 12 2.3 Wellington City’s CBD intensification 13 2.4 Population age structure 13 2.5 Trip rates by age group 15 2.6 Employment trends and forecasts 16 2.7 Summary 21 3. Vehicle ownership 23 3.1 Light vehicle ownership per capita 23 3.2 Access to a motor vehicle 24 3.3 Vehicle ownership and VKT 26 3.4 Vehicle licence holders by age group 27 3.5 Summary 28 4. Wellington region’s transport network 29 4.1 State highway network 29 4.2 Local road and bus network 31 4.3 Rail network 32 4.4 Freight transport 33 4.5 Access to the airport 33 4.6 Summary 33 5. Census travel patterns and trends 35 5.1 Regional journey-to-work trips by origin (local authority area) 36 5.2 Regional journey-to-work trips by destination (local authority area) 37 5.3 Intra- and inter-sector journey-to-work trips, by origin and destination 38 5.4 Regional journey-to-work trips to Wellington City CBD 39 5.5 Total regional journey-to-work trips 42 5.6 Summary 44 6. -
Landslide Study
Department of Planning and Development Seattle Landslide Study TABLE OF CONTENTS VOLUME 1. GEOTECHNICAL REPORT EXECUTIVE SUMMARY PREFACE 1.0 INTRODUCTION 1.1 Purpose 1.2 Scope of Services 1.3 Report Organization 1.4 Authorization 1.5 Limitations PART 1. LANDSLIDE INVENTORY AND ANALYSES 2.0 GEOLOGIC CONDITIONS 2.1 Topography 2.2 Stratigraphy 2.2.1 Tertiary Bedrock 2.2.2 Pre-Vashon Deposits 2.2.3 Vashon Glacial Deposits 2.2.4 Holocene Deposits 2.3 Groundwater and Wet Weather 3.0 METHODOLOGY 3.1 Data Sources 3.2 Data Description 3.2.1 Landslide Identification 3.2.2 Landslide Characteristics 3.2.3 Stratigraphy (Geology) 3.2.4 Landslide Trigger Mechanisms 3.2.5 Roads and Public Utility Impact 3.2.6 Damage and Repair (Mitigation) 3.3 Data Processing 4.0 LANDSLIDES 4.1 Landslide Types 4.1.1 High Bluff Peeloff 4.1.2 Groundwater Blowout 4.1.3 Deep-Seated Landslides 4.1.4 Shallow Colluvial (Skin Slide) 4.2 Timing of Landslides 4.3 Landslide Areas 4.4 Causes of Landslides 4.5 Potential Slide and Steep Slope Areas PART 2. GEOTECHNICAL EVALUATIONS 5.0 PURPOSE AND SCOPE 5.1 Purpose of Geotechnical Evaluations 5.2 Scope of Geotechnical Evaluations 6.0 TYPICAL IMPROVEMENTS RELATED TO LANDSLIDE TYPE 6.1 Geologic Conditions that Contribute to Landsliding and Instability 6.2 Typical Approaches to Improve Stability 6.3 High Bluff Peeloff Landslides 6.4 Groundwater Blowout Landslides 6.5 Deep-Seated Landslides 6.6 Shallow Colluvial Landslides 7.0 DETAILS REGARDING IMPROVEMENTS 7.1 Surface Water Improvements 7.1.1 Tightlines 7.1.2 Surface Water Systems - Maintenance