Technical Conditions of the Unique Structure of Inverted Siphon – History & Present
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How to Determine Whether a Watercourse Is a River, Ephemeral
Date: 29th August 2019 To: Environmental Policy and Environmental Regulation Greater Wellington Regional Council From: Michael Greer Aquanet Consulting Ltd How to determine whether a watercourse is a river, ephemeral flow path, highly modified river or stream or artificial watercourse: A guidance note for Greater Wellington Regional Council officers 1 Introduction The provisions of the Resource Management Act 1991 (RMA) and the proposed Natural Resources Plan (pNRP) mean that certain activities are subject to different restrictions when undertaken on the bed of different types of watercourses. When determining how the pNRP policies and rules apply to a given watercourse, it must first be determined if the watercourse meets the RMA definition of a river, or if it is an artificial watercourse and therefore not covered by Section 13 of the RMA. If a watercourse is found to be a river, it also needs to be determined whether: It is an ephemeral flow path under the pNRP (as ephemeral flow paths are excluded from the definition of a surface water body and therefore certain rules do not apply); or It is a highly modified river or stream under the pNRP (only relevant when determining whether a watercourse can be managed under Rule R121). The purpose of this document is to describe a methodology that can be used by Greater Wellington Regional Council (GWRC) officers and consent applicants to determine whether a watercourse is: A river, and therefore subject to relevant rules in the pNRP; A highly modified river or stream for the purpose of Rule R121 only; An ephemeral flow path that is not covered by Rules R42, R48, R59 and R60 and is exempt from the directive in Policy P102 to avoid reclamation; or Artificial and not subject to the rules in Section 5.5 of the pNRP. -
Watercourse Centerline and Habitat Feature Mapping
Watercourse Centerline and Habitat Feature Mapping 3.1 Purpose The purpose of this SHIM module is to present the methods for mapping watercourse locations and describing watercourse attributes and habitats. These methods are designed for use in conjunction with SHIM Module 4 (Riparian Area Classification and Stream Channel Cross-Sections), and SHIM Module 5 (GPS Surveying Procedures) and describe field and attribute in the “data dictionary” of the Global Positioning System used in SHIM watercourse field surveying. Accurate spatial mapping of watercourses is critical to developing precise land use plans and Official Community Plans (OCP) in urban and many rural areas. Streams, wetlands and watercourses can be easily damaged or destroyed by land use development. Knowledge of watercourse extent and location is critical for providing information to help guide development and protect watercourses. The history of human development has shown that sensitive watercourses need protection and their precise location should be clearly understood and incorporated into local planning and development maps. It is not unusual for watercourses to be incorrectly mapped or even omitted entirely from municipal and provincial plans and maps (Fig. 3.1, see Fig. 2.1). It can be expensive to use land surveying techniques to map streams and watercourse to levels accurate and reliable enough to use in community and municipal land use plans. Recent developments in Global Positioning System (GPS) differential technology (SHIM Module 5) have enabled the quick, accurate, and inexpensive survey techniques to inventory and map resources and watercourses. The objective of Module 3 is to describe the SHIM standard for watercourse mapping using a resource survey grade differential GPS unit (here a Trimble Pathfinder, Appendix A). -
Map of the European Inland Waterway Network – Carte Du Réseau Européen Des Voies Navigables – Карта Европейской Сети Внутренних Водных Путей
Map of the European Inland Waterway Network – Carte du réseau européen des voies navigables – Карта европейской сети внутренних водных путей Emden Berlin-Spandauer Schiahrtskanal 1 Берлин-Шпандауэр шиффартс канал 5.17 Delfzijl Эмден 2.50 Arkhangelsk Делфзейл Архангельск Untere Havel Wasserstraße 2 Унтере Хафель водный путь r e Teltowkanal 3 Тельтов-канал 4.25 d - O Leeuwarden 4.50 2.00 Леуварден Potsdamer Havel 4 Потсдамер Хафель 6.80 Groningen Harlingen Гронинген Харлинген 3.20 - 5.45 5.29-8.49 1.50 2.75 р водный п 1.40 -Оде . Papenburg 4.50 El ель r Wasserstr. Kemi Папенбург 2.50 be аф Ode 4.25 нканал Х vel- Кеми те Ha 2.50 юс 4.25 Luleå Belomorsk K. К Den Helder Küsten 1.65 4.54 Лулео Беломорск Хелдер 7.30 3.00 IV 1.60 3.20 1.80 E m О - S s Havel K. 3.60 eve Solikamsk д rn a е ja NE T HERLANDS Э р D Соликамск м Хафель-К. vin с a ная Б Север Дви 1 III Berlin е на 2 4.50 л IV B 5.00 1.90 о N O R T H S E A Meppel Берлин e м 3.25 l 11.00 Меппел o о - 3.50 m р 1.30 IV О с а 2 2 де - o к 4.30 р- прее во r 5.00 б Ш дн s о 5.00 3.50 ь 2.00 Sp ый k -Б 3.00 3.25 4.00 л ree- er Was п o а Э IV 3 Od ser . -
Stream Restoration, a Natural Channel Design
Stream Restoration Prep8AICI by the North Carolina Stream Restonltlon Institute and North Carolina Sea Grant INC STATE UNIVERSITY I North Carolina State University and North Carolina A&T State University commit themselves to positive action to secure equal opportunity regardless of race, color, creed, national origin, religion, sex, age or disability. In addition, the two Universities welcome all persons without regard to sexual orientation. Contents Introduction to Fluvial Processes 1 Stream Assessment and Survey Procedures 2 Rosgen Stream-Classification Systems/ Channel Assessment and Validation Procedures 3 Bankfull Verification and Gage Station Analyses 4 Priority Options for Restoring Incised Streams 5 Reference Reach Survey 6 Design Procedures 7 Structures 8 Vegetation Stabilization and Riparian-Buffer Re-establishment 9 Erosion and Sediment-Control Plan 10 Flood Studies 11 Restoration Evaluation and Monitoring 12 References and Resources 13 Appendices Preface Streams and rivers serve many purposes, including water supply, The authors would like to thank the following people for reviewing wildlife habitat, energy generation, transportation and recreation. the document: A stream is a dynamic, complex system that includes not only Micky Clemmons the active channel but also the floodplain and the vegetation Rockie English, Ph.D. along its edges. A natural stream system remains stable while Chris Estes transporting a wide range of flows and sediment produced in its Angela Jessup, P.E. watershed, maintaining a state of "dynamic equilibrium." When Joseph Mickey changes to the channel, floodplain, vegetation, flow or sediment David Penrose supply significantly affect this equilibrium, the stream may Todd St. John become unstable and start adjusting toward a new equilibrium state. -
Historic Erie Canal Aqueduct & Broad Street Corridor
HISTORIC ERIE CANAL AQUEDUCT & BROAD STREET CORRIDOR MASTER PLAN MAY 2009 PREPARED FOR THE CITY OF ROCHESTER Copyright May 2009 Cooper Carry All rights reserved. Design: Cooper Carry 2 Historic Erie Canal AQUedUct & Broad Street Corridor Master Plan HISTORIC ERIE CANAL AQUEDUCT & BROAD STREET CORRIDOR 1.0 MASTER PLAN TABLE OF CONTENTS 5 1.1 EXECUTIVE SUMMARY 23 1.2 INTRODUCTION 27 1.3 PARTICIPANTS 33 2.1 SITE ANALYSIS/ RESEARCH 53 2.2 DESIGN PROCESS 57 2.3 HISTORIC PRECEDENT 59 2.4 MARKET CONDITIONS 67 2.5 DESIGN ALTERNATIVES 75 2.6 RECOMMENDATIONS 93 2.7 PHASING 101 2.8 INFRASTRUCTURE & UTILITIES 113 3.1 RESOURCES 115 3.2 ACKNOWLEDGEMENTS Historic Erie Canal AQUedUct & Broad Street Corridor Master Plan 3 A city... is the pulsating product of the human hand and mind, reflecting man’s history, his struggle for freedom, creativity and genius. - Charles Abrams VISION STATEMENT: “Celebrating the Genesee River and Erie Canal, create a vibrant, walkable mixed-use neighborhood as an international destination grounded in Rochester history connecting to greater city assets and neighborhoods and promoting flexible mass transit alternatives.” 4 Historic Erie Canal AQUedUct & Broad Street Corridor Master Plan 1.1 EXECUTIVE SUMMARY CREATING A NEW CANAL DISTRICT Recognizing the unrealized potential of the area, the City of the historic experience with open space and streetscape initiatives Rochester undertook a planning process to develop a master plan which coordinate with the milestones of the trail. for the Historic Erie Canal Aqueduct and adjoining Broad Street Corridor. The resulting Master Plan for the Historic Erie Canal Following the pathway of the original canal, this linear water Aqueduct and Broad Street Corridor represents a strategic new amenity creates a signature urban place drawing visitors, residents, beginning for this underutilized quarter of downtown Rochester. -
Chapter 2 Project Description
E1139 Volume 2 Government of Poland rZGW Wroclaw Ministry of Interior and Administration RZGW Gliwice Office for Natural Disasters Recovery DZMiUW Ministry of Environment Public Disclosure Authorized ODRA RIVER BASIN FLOOD PROTECTION PROJECT ENVIRONMENTAL ASSESSMENT Public Disclosure Authorized ,~~~~~~U Public Disclosure Authorized *~~~ Public Disclosure Authorized Main Report August 2005 I TABLE OF CONTENTS TABLE OF CONTENTS CHAPTER I INTRODUCTION ............................... 1....................................I 1.1 PROJECT BACKGROUND .1 1.2 EMERGENCY FLOOD RECOVERY PROJECT .3 1.3 STRATEGIC CONTEXT: THE ODRA 2006 PROGRAMME .4 1.4 THE ODRA RIVER BASIN FLOOD PROTECTION PROJECT .5 1.5 THE ENVIRONMENTAL ASSESSMENT .5 1.6 THE EA TEAM.6 1.7 SOCIAL IMPACT ASSESSMENT .6 CHAPTER 2 PROJECT DESCRIPTION ..................................... 7 2.1 THE OBJECTIVE OF THE PROJECT .... 7................................7 2.2 PROJECT COMPONENTS ..................................... 7 2.3 THE RACIBORZ DRY POLDER ..................................... 9 2.3.1 General.9 2.3.2 Resettlement.9 2.3.3 Principal characteristics of the reservoir .10 2.3.4 The embankment and outlet works .10 2.3 .5 Ancillary works.10 2.3.6 Construction cost.12 2.4 THE MODERNIZATION OF THE WROCLAW FLOODWAY SYSTEM ................... ...................... 13 2.4.1 General .............................................................. 13 2.4.2 Sub-components of WFS .............................................................. 13 2.4.3 Cost of WFS ............................................................. -
Good Practice Guidelines Annex to the Environment Agency Hydropower Handbook
GOOD PRACTICE GUIDELINES ANNEX TO THE ENVIRONMENT AGENCY HYDROPOWER HANDBOOK THE ENVIRONMENTAL ASSESSMENT OF PROPOSED LOW HEAD HYDRO POWER DEVELOPMENTS Published August 2009 GOOD PRACTICE GUIDELINES ANNEX TO THE ENVIRONMENT AGENCY HYDROPOWER HANDBOOK ON THE ENVIRONMENTAL ASSESSMENT OF PROPOSED LOW HEAD HYDRO POWER DEVELOPMENTS CONTENTS 1) INTRODUCTION ……………………………………………………………………….. 3 2) ENVIRONMENTAL SITE AUDIT (ESA)…………………………….………..………… 5 a. Water Resources Checklist …………………………………………………… 6 b. Conservation checklist …………………………………………………… 8 c. Chemical & Physical Water Quality checklist ………………………………. 10 d. Biological Water Quality checklist …………………………………………….. 11 e. Fisheries checklist ………………………………………………………….. 12 f. Flood Risk management checklist …………………………………………….. 13 g. Navigation checklist ………………………………………………………….. 14 3) HYDROPOWER SITE LAYOUT …………………………………………………… 15 4) ECOLOGICAL REQUIREMENTS …………………………………………………… 16 5) HYDROPOWER SCENARIOS …………………………………………………… 20 6) PERMITTING ………………………………………………………………………... 23 7) ABSTRACTED FLOW REGIME & FLOW IN THE DEPLETED REACH ………….. 25 8) FLOW MONITORING ………………………………………………………………… 32 9) FISH PASSAGE ………………………………………………………………… 34 10) FISH SCREEN REQUIREMENTS & DESIGN …………………………………….. 36 Low Head Hydropower August 2009 August 2009 2 1) INTRODUCTION The number of hydropower schemes submitted to the Environment Agency has increased significantly over the last few years from less than 20 per year to more than 100 per year. This annex to the Environment Agency Hydropower Manual is based on work undertaken -
Chapter 4.0 Watercourse Development Permit Procedures
CHAPTER 4.0 WATERCOURSE DEVELOPMENT PERMIT PROCEDURES This chapter describes the overall watercourse management goals and outlines the categories of IN THIS SECTION watercourses that will be subject to the Watercourse Development Permit. A summary 4.1 Management Plan Goals table of the watercourse categories and 4.2 Watercourse Categories recommended setbacks is provided for each watercourse. The section also outlines the process 4.3 Recommended Setbacks for obtaining watercourse permits and variances, 4.4 Permit Procedures the type of developments and activities that are subject to permits, and the uses permitted within 4.5 Development Standards the designated setback areas. Development 4.6 Variances standards to protect and/or enhance habitat conditions and water quality are presented. 4.1 MANAGEMENT PLAN GOALS The purpose of this Management Plan is to identify appropriate riparian corridors and development setbacks for each watercourse within the City and provide development guidelines and standards for the management of lands adjacent to watercourses that will protect and enhance watercourse functions and habitat values. Locating development away from sensitive watercourse areas and requiring implementation of measures to protect, improve and/or enhance riparian areas and water quality will enable both urban and natural areas to co-exist. Long-term goals to manage these resources include: • Reduce and/or eliminate pollutants discharged to aquatic bodies, • Improve water quality, • Improve and restore natural habitat, • Increase biodiversity, -
Analytical Tools for Toponymy: Their Application to Scottish Hydronymy
Analytical Tools for Toponymy: Their Application to Scottish Hydronymy Jacob King MSc. A Thesis Submitted for the Degree of Doctor of Philosophy University of Edinburgh 2008 i I declare that this thesis is entirely my own work. Jacob King Abstract It has long been observed that there is a correlation between the physical qualities of a watercourse and the linguistic qualities of its name; for instance, of two river-names, one having the linguistic quality of river as its generic element, and one having burn, one would expect the river to be the longer of the two. Until now, a phenomenon such as this had never been formally quantified.The primary focus of this thesis is to create, within a Scottish context, a methodology for elucidating the relationship between various qualities of hydronyms and the qualities of the watercourses they represent. The area of study includes every catchment area which falls into the sea from the River Forth, round the east coast of Scotland, up to and including the Spey; also included is the east side of the River Leven / Loch Lomond catchment area.The linguistic strata investigated are: Early Celtic, P-Celtic, Gaelic and Scots. In the first half of the introduction scholarly approaches to toponymy are discussed, in a Scottish and hydronymic context, from the inception of toponymy as a discipline up to the present day; the capabilities and limitations of these approaches are taken into consideration.In the second half the approaches taken in this thesis are outlined.The second chapter explains and justifies in more detail the methodology and calculus used in this thesis.The subsequent chapters examine the following linguistic components of a hydronym: generic elements, linguistic strata, semantics and phonological overlay. -
Pipeline Associated Watercourse Crossings 3Rd Edition
Pipeline Associated Watercourse Crossings 3rd Edition October 2005 The Canadian Association of Petroleum Producers (CAPP) is the voice of the upstream oil and natural gas industry in Canada. CAPP represents 150 member companies who explore for, develop and produce more than 98 per cent of Canada's natural gas, crude oil, oil sands and elemental sulphur. Our members are part of a $75-billion-a year industry that affects the lives of every Canadian. Petroleum and the products made from it play a vital role in our daily lives. In addition to providing heating and transportation fuels, oil and natural gas are the main building blocks for an endless list of products - from clothing and carpets, to medicines, glues and paints. Working closely with our members, governments, communities and stakeholders, CAPP analyzes key oil and gas issues and represents member interests nationally in 12 of Canada's 13 provinces and territories. We also strive to achieve consensus on industry codes of practice and operating guidelines that meet or exceed government standards. The Canadian Energy Pipeline Association (CEPA) represents Canada's transmission pipeline companies. Our members are world leaders in providing safe, reliable long-distance transportation for over 95% of the oil and natural gas that is produced in Canada. CEPA is dedicated to ensuring a strong and viable transmission pipeline industry in Canada in a manner that emphasizes public safety and pipeline integrity, social and environmental stewardship, and cost competitiveness. The Canadian Gas Association (CGA) is the voice of Canada’s natural gas delivery industry. CGA represents local distribution companies from coast to coast as well as long distance pipeline companies and related manufacturers and other service providers. -
B/ORDER in MOTION: the German-Polish Border from the System Transformation Until the Present-Day European Integration
B/ORDER IN MOTION: The German-Polish Border from the System Transformation until the Present-Day European Integration Dagmara Jajeśniak-Quast Abstract The objective of this paper is to use the theoretical approach of B/ORDERS IN MOTION to analyze and understand the German-Polish border region from the period of systemic transformation to EU integration. The notions of durability, permeability and liminality serve perfectly as a conceptual prism to investigate this border region in motion. Following this concept, we can recognize three border regimes involving processes of demarcation (durability), overcoming (permeability) and creation of border zones (liminality) in the brief history of the German-Polish border. From the False Start of EU-Integration to the Boundless Common Space Transnational cooperation on the German-Polish border within the framework of the European Union (EU) is still in its initial development phase, due to both the relatively short-term existence of the current relationship between Poland and Germany and the systemic transformation that both regions have just lived through. Furthermore, although Poland joined the EU officially in 2004, full Polish membership did not start until May 1, 2011, when Poland finally received all the fundamental rights of the European community without restrictions. This “delay” in the legal agreement has negatively influenced the economy on the German-Polish border and cross-border cooperation. The strongest qualitative transformation of the German-Polish border at this stage, however, is that the border has disappeared. In spite of this “delay,” German-Polish cross-border projects are conducted with a lot of enthusiasm and engagement. In contrast to the established western border regions, the sense of a new beginning is still felt in the East. -
Portrait of the Regions Volume 6 Czech Republic / Poland
PORTRAIT OF THE REGIONS 13 16 17 CA-17-98-281-EN-C PORTRAIT OF THE REGIONS VOLUME 6 CZECH REPUBLIC POLAND VOLUME 6 CZECH REPUBLIC / POLAND Price (excluding VAT) in Luxembourg: EUR 50 ISBN 92-828-4395-5 OFFICE FOR OFFICIAL PUBLICATIONS OF THE EUROPEAN COMMUNITIES ,!7IJ2I2-iedjfg! EUROPEAN COMMISSION › L-2985 Luxembourg ࢞ eurostat Statistical Office of the European Communities PORTRAIT OF THE REGIONS VOLUME 6 CZECH REPUBLIC POLAND EUROPEAN COMMISSION ࢞ eurostat Statistical Office of the European Communities Immediate access to harmonized statistical data Eurostat Data Shops: A personalised data retrieval service In order to provide the greatest possible number of people with access to high-quality statistical information, Eurostat has developed an extensive network of Data Shops (1). Data Shops provide a wide range of tailor-made services: # immediate information searches undertaken by a team of experts in European statistics; # rapid and personalised response that takes account of the specified search requirements and intended use; # a choice of data carrier depending on the type of information required. Information can be requested by phone, mail, fax or e-mail. (1) See list of Eurostat Data Shops at the end of the publication. Internet: Essentials on Community statistical news # Euro indicators: more than 100 indicators on the euro-zone; harmonized, comparable, and free of charge; # About Eurostat: what it does and how it works; # Products and databases: a detailed description of what Eurostat has to offer; # Indicators on the European Union: convergence criteria; euro yield curve and further main indicators on the European Union at your disposal; # Press releases: direct access to all Eurostat press releases.