Chapter 14. Streams and Floods
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Measurement of Bedload Transport in Sand-Bed Rivers: a Look at Two Indirect Sampling Methods
Published online in 2010 as part of U.S. Geological Survey Scientific Investigations Report 2010-5091. Measurement of Bedload Transport in Sand-Bed Rivers: A Look at Two Indirect Sampling Methods Robert R. Holmes, Jr. U.S. Geological Survey, Rolla, Missouri, United States. Abstract Sand-bed rivers present unique challenges to accurate measurement of the bedload transport rate using the traditional direct sampling methods of direct traps (for example the Helley-Smith bedload sampler). The two major issues are: 1) over sampling of sand transport caused by “mining” of sand due to the flow disturbance induced by the presence of the sampler and 2) clogging of the mesh bag with sand particles reducing the hydraulic efficiency of the sampler. Indirect measurement methods hold promise in that unlike direct methods, no transport-altering flow disturbance near the bed occurs. The bedform velocimetry method utilizes a measure of the bedform geometry and the speed of bedform translation to estimate the bedload transport through mass balance. The bedform velocimetry method is readily applied for the estimation of bedload transport in large sand-bed rivers so long as prominent bedforms are present and the streamflow discharge is steady for long enough to provide sufficient bedform translation between the successive bathymetric data sets. Bedform velocimetry in small sand- bed rivers is often problematic due to rapid variation within the hydrograph. The bottom-track bias feature of the acoustic Doppler current profiler (ADCP) has been utilized to accurately estimate the virtual velocities of sand-bed rivers. Coupling measurement of the virtual velocity with an accurate determination of the active depth of the streambed sediment movement is another method to measure bedload transport, which will be termed the “virtual velocity” method. -
Two Floods, a Wildfire, and a Hurricane: the Role of the Canadian Armed Forces in Emergency Management
Two Floods, a Wildfire, and a Hurricane: The Role of the Canadian Armed Forces in Emergency Management by Johanu Botha A thesis submitted to the Faculty of Graduate and Postdoctoral Affairs in partial fulfillment of the requirements for the degree of Doctor of Philosophy in Public Policy Carleton University Ottawa, Ontario © 2018 Johanu Botha THE ROLE OF THE CANADIAN ARMED FORCES IN EMERGENCY MANAGEMENT ABSTRACT The role of the Canadian Armed Forces (CAF) during domestic disaster response has increased significantly over the last century due to the military’s response capacity and the increased frequency and impact of natural hazards. However, there has been no systematic academic assessment of how effectively CAF is integrated into the civilian emergency management system, particularly during the response phase. Using archival analysis and interviews with senior CAF officers and civilian officials, this study fills that gap with an examination of four of Canada’s worst and most recent natural disasters: Hurricane Igor (2010), the Assiniboine River flood (2011), the Alberta multi-river floods (2013), and the Saskatchewan wildfires (2015). Each event was analyzed to assess the effectiveness of CAF-civilian response across different hazards, provincial jurisdictions, and CAF Joint Task Forces. The analysis is broken down into descriptive, evaluative, and normative concepts to assess the presence and quality of, and barriers to, interorganizational collaboration throughout each response. The presence of interorganizational collaboration was high across all events while the quality of such collaboration was moderately high with room for improvement. Barriers to interorganizational collaboration were low, although conceptual differences on the scope of the formal Request for Assistance and the value of defining ‘disaster end states’ did adversely affect collaboration between military and civilian organizations. -
Sedimentation and Shoaling Work Unit
1 SEDIMENTARY PROCESSES lAND ENVIRONMENTS IIN THE COLUMBIA RIVER ESTUARY l_~~~~~~~~~~~~~~~7 I .a-.. .(.;,, . I _e .- :.;. .. =*I Final Report on the Sedimentation and Shoaling Work Unit of the Columbia River Estuary Data Development Program SEDIMENTARY PROCESSES AND ENVIRONMENTS IN THE COLUMBIA RIVER ESTUARY Contractor: School of Oceanography University of Washington Seattle, Washington 98195 Principal Investigator: Dr. Joe S. Creager School of Oceanography, WB-10 University of Washington Seattle, Washington 98195 (206) 543-5099 June 1984 I I I I Authors Christopher R. Sherwood I Joe S. Creager Edward H. Roy I Guy Gelfenbaum I Thomas Dempsey I I I I I I I - I I I I I I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ PREFACE The Columbia River Estuary Data Development Program This document is one of a set of publications and other materials produced by the Columbia River Estuary Data Development Program (CREDDP). CREDDP has two purposes: to increase understanding of the ecology of the Columbia River Estuary and to provide information useful in making land and water use decisions. The program was initiated by local governments and citizens who saw a need for a better information base for use in managing natural resources and in planning for development. In response to these concerns, the Governors of the states of Oregon and Washington requested in 1974 that the Pacific Northwest River Basins Commission (PNRBC) undertake an interdisciplinary ecological study of the estuary. At approximately the same time, local governments and port districts formed the Columbia River Estuary Study Taskforce (CREST) to develop a regional management plan for the estuary. PNRBC produced a Plan of Study for a six-year, $6.2 million program which was authorized by the U.S. -
September 2014
ALBERTA PLANNING EXCHANGE COMMUNITY PLANNING ASSOCIATION OF ALBERTA SEPTEMBER 2014 4 Alberta Planning Exchange Community Planning Association of Alberta SEPTEMBER 2014 Prospective Community Heart North Vancouver Photo by MVH Building Bridges by Gloria Wilkinson, Chair of the Board of Directors MESSAGE FROM THE CHAIR IN THIS ISSUE Next new team of conference chairs leads us We held our annual strategic retreat in June. It to another exciting anticipation of our spring was determined that the current three year conference, so stay posted. Our student plan be rolled forward as we are operating in interest has grown again – not only do we the correct direction. There will be greater Photo by Adam Norris have two student directors but a recent emphasis on outreach this year, so if you have Draft State of the Watershed graduate, Anshu, is acting as our newsletter ideas for us, please send them in. editor. Anshu is a regular attendee of CPAA Report on the Mighty Peace events, who graduated from EVDS in June By Adam Norris, M.Sc., B.i.T., Page 2 2014, maintains her interest in that she volunteered to become the newsletter editor. Thanks Anshu. Our first meeting this fall is at the University of Alberta, where their growing programs in planning is another level of interest – beyond our traditional one at University of Calgary. Photo by IBI Group Calgary Planning for Resilience: Winning Essay 1 by Courtney Laurence, Page 3 Planning for Resilience: Winning Essay 2 by Rachelle Trovato, Page 5 ALBERTA PLANNING EXCHANGE 2 COMMUNITY PLANNING ASSOCIATION OF ALBERTA SEPTEMBER 2014 CPAA BOARD OF DIRECTORS Draft State of the Chair GLORIA WILKINSON Watershed Report on Gloria is a retired municipal politician who has been active with CPAA since 1989. -
2016 Donor Report
2016 Donor Report Thank you To our individual donors, corporate partners and supporting foundations! You have given hope to endangered species, inspired the next generation of conservationists and enriched the lives of zoo animals. Your generosity has made it possible to... Begin a partnership in Begin a new head-starting Madagascar to engage program to help boost local communities in lemur Canada’s burrowing owl conservation. population. Open the first breeding facility Care for our first critically in Canada for endangered endangered western lowland greater sage-grouse, the gorilla baby in eight years. Snyder-Wilson Family Greater Sage-Grouse Pavilion. Release into the wild 13 Welcome a female Masai Vancouver Island marmots giraffe as part of the Species raised at the zoo’s Devonian Survival Plan. Wildlife Conservation Centre. VISION CANADA’S LEADER IN WILDLIFE President's Message It is such an honour to celebrate our donors. I am always inspired by your generosity and it is a great privilege to share some of your stories. What inspires our supporters to give is always unique and personal. This year’s stories reflect on a love for Conservation animals, engaging with the next generation of community leaders and a personal connection with endangered species. We hope you enjoy reading these stories and that you have the opportunity to reflect on your own inspiration. Thank you for partnering with us to support wildlife conservation. All of you— individuals, small businesses, foundations and corporations—have helped conservation efforts for threatened and endangered species at the zoo, in western MISSION Canada and around the world. -
Bed-Load Transport Equation for Sheet Flow
TECHNICAL NOTES Bed-Load Transport Equation for Sheet Flow Athol D. Abrahams1 Abstract: When open-channel flows become sufficiently powerful, the mode of bed-load transport changes from saltation to sheet flow. Where there is no suspended sediment, sheet flow consists of a layer of colliding grains whose basal concentration approaches that of the stationary bed. These collisions give rise to a dispersive stress that acts normal to the bed and supports the bed load. An equation for predicting the rate of bed-load transport in sheet flow is developed from an analysis of 55 flume and closed conduit experiments. The ϭ ϭ ϭ ϭ ϭ ␣ϭ equation is ib where ib immersed bed-load transport rate; and flow power. That ib implies that eb tan ub /u, where eb ϭ ϭ ␣ϭ Bagnold’s bed-load transport efficiency; ub mean grain velocity in the sheet-flow layer; and tan dynamic internal friction coeffi- ␣Ϸ Ϸ Ϸ cient. Given that tan 0.6 for natural sand, ub 0.6u, and eb 0.6. This finding is confirmed by an independent analysis of the experimental data. The value of 0.60 for eb is much larger than the value of 0.12 calculated by Bagnold, indicating that sheet flow is a much more efficient mode of bed-load transport than previously thought. DOI: 10.1061/͑ASCE͒0733-9429͑2003͒129:2͑159͒ CE Database keywords: Sediment transport; Bed loads; Geomorphology. Introduction transport process. In contrast, the bed-load transport equation pro- When open-channel flows transporting noncohesive sediments posed here is extremely simple and entirely empirical. -
Classifying Rivers - Three Stages of River Development
Classifying Rivers - Three Stages of River Development River Characteristics - Sediment Transport - River Velocity - Terminology The illustrations below represent the 3 general classifications into which rivers are placed according to specific characteristics. These categories are: Youthful, Mature and Old Age. A Rejuvenated River, one with a gradient that is raised by the earth's movement, can be an old age river that returns to a Youthful State, and which repeats the cycle of stages once again. A brief overview of each stage of river development begins after the images. A list of pertinent vocabulary appears at the bottom of this document. You may wish to consult it so that you will be aware of terminology used in the descriptive text that follows. Characteristics found in the 3 Stages of River Development: L. Immoor 2006 Geoteach.com 1 Youthful River: Perhaps the most dynamic of all rivers is a Youthful River. Rafters seeking an exciting ride will surely gravitate towards a young river for their recreational thrills. Characteristically youthful rivers are found at higher elevations, in mountainous areas, where the slope of the land is steeper. Water that flows over such a landscape will flow very fast. Youthful rivers can be a tributary of a larger and older river, hundreds of miles away and, in fact, they may be close to the headwaters (the beginning) of that larger river. Upon observation of a Youthful River, here is what one might see: 1. The river flowing down a steep gradient (slope). 2. The channel is deeper than it is wide and V-shaped due to downcutting rather than lateral (side-to-side) erosion. -
River Processes- Erosion, Transportation and Deposition Task 1: for Each of the Processes of Erosion and Transportation Draw a Diagram Show the Process at Work
River Processes- Erosion, Transportation and Deposition Task 1: For each of the processes of erosion and transportation draw a diagram show the process at work In the upper course of the main process is Erosion. This is where the bed and banks of the river are worn away. A river can erode in one of four ways: Process Definition Diagram Hydraulic the sheer force of water hitting the action banks of the river: Abrasion fine material rubs against the riverbank The bank is worn away by a sand- papering action called abrasion, and collapses. This occurs on the outside of meanders. Attrition material is moved along the bed of a river, collides with other material, and breaks up into smaller pieces. Corrosion rocks forming the banks and bed of a river are dissolved by acids in the water. Once the material is eroded it can then be transported by one of four ways, which will depend upon the energy of the river: Process Definition Diagram Traction large rocks and boulders are rolled along the bed of the river. Saltation smaller stones are bounced along the bed of the river Suspension fine material which is carried by the water and which gives the river its 'muddy' colour. Solution dissolved material transported by the river. In the middle and lower course, the land is much flatter, this means that the river is flowing more slowly and has much less energy. The river starts to deposit (drop) the material that it has been carry Deposition Challenge: Add labels onto the diagram to show where all of the processes could be happening in the river channel. -
Sediment Bed-Load Transport: a Standardized Notation
geosciences Article Sediment Bed-Load Transport: A Standardized Notation Ulrich Zanke 1,2,* and Aron Roland 3 1 TU, Darmstadt, Inst. für Wasserbau und Hydraulik, 64287 Darmstadt, Germany 2 Z & P—Prof. Zanke & Partner, Ackerstr. 21, D-30826 Garbsen-Hannover, Germany 3 CEO BGS-ITE, Pfungstaedter Straße 20, D-64297 Darmstadt, Germany; [email protected] * Correspondence: [email protected] Received: 7 August 2020; Accepted: 1 September 2020; Published: 16 September 2020 Abstract: Morphodynamic processes on Earth are a result of sediment displacements by the flow of water or the action of wind. An essential part of sediment transport takes place with permanent or intermittent contact with the bed. In the past, numerous approaches for bed-load transport rates have been developed, based on various fundamental ideas. For the user, the question arises which transport function to choose and why just that one. Different transport approaches can be compared based on measured transport rates. However, this method has the disadvantage that any measured data contains inaccuracies that correlate in different ways with the transport functions under comparison. Unequal conditions also exist if the factors of transport functions under test are fitted to parts of the test data set during the development of the function, but others are not. Therefore, a structural formula comparison is made by transferring altogether 13 transport functions into a standardized notation. Although these formulas were developed from different perspectives and with different approaches, it is shown that these approaches lead to essentially the same basic formula for the main variables. These are shear stress and critical shear stress. -
The Recovery and Resiliency Roadmap: a Toolkit for Economic Preparedness
The Recovery and Resiliency Roadmap: A Toolkit for Economic Preparedness ECONOMIC DISASTER RECOVERY PROJECT Copyright ©2014 Economic Developers Alberta as part of the EDRP No part of this publication may be reproduced, circulated, stored in a retrieval system, or transmitted in any form or by any means, electronic or mechanical, including photocopy without the prior written permission of the publisher. The Recovery and Resiliency Roadmap: A Toolkit for Economic Preparedness table of contents Background: Economic Disaster Recovery Project (EDRP) ............................................................................... 3 Chapter I: Introduction ......................................................................................................................................... 5 Chapter II: Disaster Overview ............................................................................................................................. 11 Chapter III: Disaster Preparation Measures - Building Capacity for Recovery ............................................... 19 Chapter IV: Small Business Assistance ................................................................................................................ 35 Chapter V: Business Retention and Expansion Before and After a Disaster................................................... 45 Chapter VI: Assessing the Economic Impacts of a Major Disaster................................................................... 53 Chapter VII: Crisis Communications ................................................................................................................... -
Evolution of Low Impact Development in Calgary, Alberta
University of Calgary PRISM: University of Calgary's Digital Repository Graduate Studies The Vault: Electronic Theses and Dissertations 2015-07-09 Evolution of Low Impact Development in Calgary, Alberta Ryan, Susan Elizabeth Ryan, S. E. (2015). Evolution of Low Impact Development in Calgary, Alberta (Unpublished master's thesis). University of Calgary, Calgary, AB. doi:10.11575/PRISM/26007 http://hdl.handle.net/11023/2342 master thesis University of Calgary graduate students retain copyright ownership and moral rights for their thesis. You may use this material in any way that is permitted by the Copyright Act or through licensing that has been assigned to the document. For uses that are not allowable under copyright legislation or licensing, you are required to seek permission. Downloaded from PRISM: https://prism.ucalgary.ca UNIVERSITY OF CALGARY Evolution of Low Impact Development in Calgary, Alberta by Susan Elizabeth Ryan A THESIS SUBMITTED TO THE FACULTY OF GRADUATE STUDIES IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE OF MASTER OF SCIENCE GRADUATE PROGRAM IN GEOGRAPHY CALGARY, ALBERTA JUNE, 2015 © Susan Elizabeth Ryan Abstract Calgary is a leading Alberta municipality in low impact development (LID). This thesis provides a discussion and analysis of Calgary’s transition to the LID approach to stormwater management. The drivers of change that preceded the introduction of LID to Calgary are examined. Research includes in-depth assessment of interwoven federal, provincial, regional and municipal regulatory and policy aspects, as well as interviews with practicing stormwater management professionals. The natural hydrological regime (created by Calgary's cold, semi-arid climate, Chinooks, post-glacial topography and dense clay soils) relies on evaporation and evapotranspiration, rather than infiltration for pre-development stormwater processes. -
Multiple Working Hypotheses at Perseverance Valley: Fracture and Aeolian Abrasion
49th Lunar and Planetary Science Conference 2018 (LPI Contrib. No. 2083) 2516.pdf MULTIPLE WORKING HYPOTHESES AT PERSEVERANCE VALLEY: FRACTURE AND AEOLIAN ABRASION. R. Sullivan1, M. Golombek2, K. Herkenhoff3, and the Athena Science Team, 1CCAPS, Cornell Uni- versity, Ithaca, NY 14853 ([email protected]), 2Jet Propulsion Laboratory, Pasadena, CA, 3USGS, Flagstaff, AZ. Introduction: Understanding the role of water in At Meridiani Planum, aeolian abrasion is recognized past Martian environments is the overarching goal of the when a rock surface is exposed to a dominant sand-driv- Mars Exploration Rover (MER) mission. To this end, ing wind direction and includes components of con- the rover Opportunity has been exploring the vicinity of trasting hardness, so that positive relief "rock tails" or Perseverance Valley, a system of troughs extending 190 stalks in weaker material extend downwind, protected m down the steep (~15°) interior rim of 22 km diameter behind more resistant materials as the rock surface Endeavour crater. From orbit, Perseverance Valley is erodes. Rocks with more uniform hardness can develop an array of shallow, interleaved troughs reminiscent of classic ventifact shapes, as well as textures such as elon- anastomosing fluvial systems on Earth. However, no gation of surface pits. The aeolian abrasion and reduc- basal deposits are apparent subjacent to the trough sys- tion of ejecta blocks at relatively recent impact sites tem, indicating either post-depositional erosion of ma- across the Meridiani plains indicates aeolian abrasion terials carried through the troughs, or the trough system has effectively reduced surface relief at Meridiani never functioned as a conduit for fluid-borne materials.