Reducing Stormwater and Flooding About What You Can Do to Make a Difference the Ten Principles of Effective Stormwater Management
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Effects of Stormwater Runoff from Development by Robert Pitt, P.E
A River Network Publication Volume 14 | Number 3 - 2004 Effects of Stormwater Runoff from Development By Robert Pitt, P.E. Ph.D., University of Alabama ost people know that urban runoff is a problem, but very few realize just how harmful it can be for rivers, lakes and streams. In order to secure better control of urban runoff, we must make the public and its officials aware of the full extent of the problems that need to be prevented when new M development takes place. Urban runoff has been found to cause significant impacts on aquatic life. The effects are obviously most severe for waters draining heavily urbanized watersheds. However, some studies have shown important aquatic life impacts even for streams in watersheds that are less than ten percent urbanized. Most aquatic life impacts associated with urbanization are probably related to long- term problems caused by polluted sediments and food web disruption. Because ecological responses to watershed changes may take between 5 and 10 years to equilibrate, water monitoring conducted soon after disturbances or mitigation may not accurately reflect the long-term conditions that will eventually occur. The first changes due to urbanization will be to stream and groundwater hydrology, followed by fluvial morphology, then water quality, and finally the aquatic ecosystem. Effects of Stormwater Discharges on Aquatic Life Many studies have shown the severe detrimental effects of urban runoff on water Photo courtesy of Dr. Pitt organisms. These studies have generally examined receiving water conditions above and below a city, or by comparing two parallel streams, one urbanized and another nonurbanized. -
Geomorphic Classification of Rivers
9.36 Geomorphic Classification of Rivers JM Buffington, U.S. Forest Service, Boise, ID, USA DR Montgomery, University of Washington, Seattle, WA, USA Published by Elsevier Inc. 9.36.1 Introduction 730 9.36.2 Purpose of Classification 730 9.36.3 Types of Channel Classification 731 9.36.3.1 Stream Order 731 9.36.3.2 Process Domains 732 9.36.3.3 Channel Pattern 732 9.36.3.4 Channel–Floodplain Interactions 735 9.36.3.5 Bed Material and Mobility 737 9.36.3.6 Channel Units 739 9.36.3.7 Hierarchical Classifications 739 9.36.3.8 Statistical Classifications 745 9.36.4 Use and Compatibility of Channel Classifications 745 9.36.5 The Rise and Fall of Classifications: Why Are Some Channel Classifications More Used Than Others? 747 9.36.6 Future Needs and Directions 753 9.36.6.1 Standardization and Sample Size 753 9.36.6.2 Remote Sensing 754 9.36.7 Conclusion 755 Acknowledgements 756 References 756 Appendix 762 9.36.1 Introduction 9.36.2 Purpose of Classification Over the last several decades, environmental legislation and a A basic tenet in geomorphology is that ‘form implies process.’As growing awareness of historical human disturbance to rivers such, numerous geomorphic classifications have been de- worldwide (Schumm, 1977; Collins et al., 2003; Surian and veloped for landscapes (Davis, 1899), hillslopes (Varnes, 1958), Rinaldi, 2003; Nilsson et al., 2005; Chin, 2006; Walter and and rivers (Section 9.36.3). The form–process paradigm is a Merritts, 2008) have fostered unprecedented collaboration potentially powerful tool for conducting quantitative geo- among scientists, land managers, and stakeholders to better morphic investigations. -
Urban Water Management (ESRM 311 & SEFS 507)
Urban Water Management (ESRM 311 & SEFS 507) Cougar Mtn Regional Wildland Park & Lakemont Blvd, Bellevue WA Lecture Today • Urban Water management terms • Examples of water management in urban areas • Field trip sites Urban Water Management terms • A retention basin is used to manage stormwater runoff to prevent flooding and downstream erosion, and improve water quality in an adjacent river, stream, lake or bay. Sometimes called a wet pond or wet detention basin, it is an artificial lake with vegetation around the perimeter, and includes a permanent pool of water in its design • A detention basin, sometimes called a "dry pond," which temporarily stores water after a storm, but eventually empties out at a controlled rate to a downstream water body. • Infiltration basin which is designed to direct stormwater to groundwater through permeable soils 3 Urban Water Management terms • Stormwater management pond is an artificial pond that is designed to collect and retain urban stormwater. They are frequently built into urban areas in North America to also retain sediments and other materials • Stormwater detention vault is an underground structure designed to manage excess stormwater runoff on a developed site, often in an urban setting. This type of best management practice may be selected when there is insufficient space on the site to infiltrate the runoff or build a surface facility such as a detention basin or retention basin.[1] Detention vaults manage stormwater quantity flowing to nearby surface waters. They help prevent flooding and can reduce erosion in rivers and streams. They do not provide treatment to improve water quality, though some are attached to a media filter bank to remove pollutants 4 Bioretention Basins Bioretention basins are landscaped depressions or shallow basins used to slow and treat on-site stormwater runoff. -
Flood Hazard of Dunedin's Urban Streams
Flood hazard of Dunedin’s urban streams Review of Dunedin City District Plan: Natural Hazards Otago Regional Council Private Bag 1954, Dunedin 9054 70 Stafford Street, Dunedin 9016 Phone 03 474 0827 Fax 03 479 0015 Freephone 0800 474 082 www.orc.govt.nz © Copyright for this publication is held by the Otago Regional Council. This publication may be reproduced in whole or in part, provided the source is fully and clearly acknowledged. ISBN: 978-0-478-37680-7 Published June 2014 Prepared by: Michael Goldsmith, Manager Natural Hazards Jacob Williams, Natural Hazards Analyst Jean-Luc Payan, Investigations Engineer Hank Stocker (GeoSolve Ltd) Cover image: Lower reaches of the Water of Leith, May 1923 Flood hazard of Dunedin’s urban streams i Contents 1. Introduction ..................................................................................................................... 1 1.1 Overview ............................................................................................................... 1 1.2 Scope .................................................................................................................... 1 2. Describing the flood hazard of Dunedin’s urban streams .................................................. 4 2.1 Characteristics of flood events ............................................................................... 4 2.2 Floodplain mapping ............................................................................................... 4 2.3 Other hazards ...................................................................................................... -
Building Resilient Infrastructure for the Future
Technical Assistance Consultant’s Report Project Number: 50159-001 December 2019 Technical Assistance Number: 9461 Regional: Protecting and Investing in Natural Capital in Asia and the Pacific (Cofinanced by the Climate Change Fund and the Global Environment Facility) Prepared by: Bregje van Wesenbeeck, Christa van IJzendoorn, and Ana Nunez Sanchez Deltares, Delft, Netherlands Asian Development Bank is the executing and implementing agency. This consultant’s report does not necessarily reflect the views of ADB or the Government concerned, and ADB and the Government cannot be held liable for its contents. (For project preparatory technical assistance: All the views expressed herein may not be incorporated into the proposed project’s design. GUIDELINES FOR MAINSTREAMING NATURAL RIVER MANAGEMENT IN ADB WATER SECTOR INVESTMENTS Dr. Bregie K. van Wesenbeeck, Christa van IJzendoorn, Ana Nunez Sanchez ASIAN DEVELOPMENT BANK GUIDELINES FOR MAINSTREAMING NATURAL RIVER MANAGEMENT IN ADB WATER SECTOR INVESTMENTS Dr. Bregie K. van Wesenbeeck, Christa van IJzendoorn, Ana Nunez Sanchez ASIAN DEVELOPMENT BANK With contributions of: Iris Niesten Sien Kok Stéphanie IJff Hans de Vroeg Femke Schasfoort Status: final This is a final report as delivered to ADB on December 2019. Keywords: River management, nature-based solutions, integrated river basin management (IRBM), flood risk management (FRM), integrated water resource management (IWRM), ecosystem services. Summary: River basins throughout Asia face increasing populations numbers and rapid economic and infrastructure development. Overall, infrastructure development often neglects dynamics and natural functions of river basins. Therefore, river management is becoming increasingly expensive, may not be sustainable on the long- term and negatively affects people that depend on the river for their livelihoods. -
Types of Flooding
Designed for safer living® Focus on Types of flooding Designed for safer living® is a program endorsed by Canada’s insurers to promote disaster-resilient homes. About the Institute for Catastrophic Loss Reduction The Institute for Catastrophic Loss Reduction (ICLR), established in 1997, is a world-class centre for multidisciplinary disaster prevention research and communication. ICLR is an independent, not-for-profit research institute founded by the insurance industry and affiliated with Western University, London, Ontario. The Institute’s mission is to reduce the loss of life and property caused by severe weather and earthquakes through the identification and support of sustained actions that improve society’s capacity to adapt to, anticipate, mitigate, withstand and recover from natural disasters. ICLR’s mandate is to confront the alarming increase in losses caused by natural disasters and to work to reduce deaths, injuries and property damage. Disaster damage has been doubling every five to seven years since the 1960s, an alarming trend. The greatest tragedy is that many disaster losses are preventable. ICLR is committed to the development and communication of disaster prevention knowledge. For the individual homeowner, this translates into the identification of natural hazards that threaten them and their home. The Institute further informs individual homeowners about steps that can be taken to better protect their family and their homes. Waiver The content of this publication is to be used as general information only. This publication does not replace advice from professionals. Contact a professional if you have questions about specific issues. Also contact your municipal government for information specific to your area. -
Bioretention Basins/Rain Gardens
Florida Field Guide to Low Impact Development Bioretention Basins/Rain Gardens Depiction of typical bioretention area design illustrating shallow slopes, well drained soil profile and location of plant material along hydrologic gradient. Basins with large catchments should include an over drain or provide a spillway in case of high flow event, and underdrains can be used in areas with low conductivity soils. Definition: Objectives: A bioretention area or rain garden is a shallow Bioretention basins/rain gardens retain, filter, and planted depression designed to retain or detain treat stormwater runoff using a shallow depression stormwater before it is infiltrated or discharged of conditioned soil topped with a layer of mulch downstream. While the terms “rain garden” and or high carbon soil layer and vegetation tolerant “bioretention basin” may be used interchangeably, of short-term flooding. Depending on the design, they can be considered along a continuum of size, they can provide retention or detention of runoff where the term “rain garden” is typically used to water and will trap and remove suspended solids describe a planted depression on an individual and filter or absorb pollutants to soils and plant homeowner’s lot, where the lot comprises the material. extent of the catchment area. Bioretention basins serve the same purpose but that more technical Overview: term typically describes larger projects in Bioretention basins can be installed at various community common areas as well as non- scales, for example, integrated with traffic calming residential applications. measures in suburban parks and in retarding basins. In larger applications, it is considered good practice to have pretreatment measures (e.g. -
Stormwater Management Regulations
City of Waco Stormwater Management Regulations 1.0 Applicability: These regulations apply to all development within the limits of the City of Waco as well as to any subdivisions within the extra territorial jurisdiction of the City of Waco. Any request for a variance from these regulations must be justified by sound Engineering practice. Other than those variances identified in these regulations as being at the discretion of the City Engineer, variances may only be granted as provided in the Subdivision Ordinance of the City of Waco or Chapter 28 – Zoning, of the Code of Ordinances of the City of Waco, as applicable. 1.1 Definitions: 100 year Floodplain Area inundated by the flood having a one percent chance of being exceeded in any one year (Base Flood). (Also known as Regulatory Flood Plain) Adverse Impact: Any impact which causes any of the following: Any increased inundation, of any building structure, roadway, or improvement. Any increase in erosion and/or sedimentation. Any increase in the upstream or downstream floodplane level. Any increase in the upstream or downstream floodplain boundaries. Floodplane The calculated elevation of floodwaters caused by the flood Elevation of a particular frequency. Drainage System System made up of pipes, ditches, streets and other structures designed to contain and transport surface water generated by a storm event. Treatment Removal/partial removal of pollutants from stormwater. Watercourse a natural or manmade channel, ditch, or swale where water flows either continuously or during rainfall events 1.2 Adverse Impact No preliminary or final plat or development plan or permit shall be approved that will cause an adverse drainage impact on any other property, based on the 2 yr, 10 1 yr, 25 yr and 100 yr floods. -
Severe Weather Safety Guide Flash Flooding
What causes River Flooding? Stay informed! • Persistent storms over the same area for long Listen to NOAA Weather Radio, local radio or Severe periods of time. television for the latest weather and river forecasts. • Combined rainfall and snowmelt • Ice jams Weather • Releases from man made lakes • Excessive rain from tropical systems making Safety landfall. How does the NWS issue To check out the latest river forecast information Guide and current stages on our area rivers, visit: Flood/Flash Flood Warnings? http://weather.gov/pah/ahps Flash Check out the National Weather Service Paducah website for the latest information at Flooding weather.gov/paducah Call for the latest forecast from the National Weather Service’s Weather Information Now number: Paducah, KY: 270-744-6331 Evansville, IN: 812-425-5549 National Weather Service forecasters rely on a A reference guide from your network of almost 10,000 gages to monitor the National Oceanic & Atmospheric Administration height of rivers and streams across the Nation. National Weather Service National Weather Service This gage data is only one of many different 8250 Kentucky Highway 3520 Paducah, Kentucky sources for data. Forecasters use data from the Doppler Radar, surface weather observations, West Paducah, KY 42086 snow melt/cover information and many other 270-744-6440 different data sources in order to monitor the threat for flooding. FLOODS KILL MORE PEOPLE FACT: Almost half of all flash flood Flooding PER YEAR THAN ANY OTHER fatalities occur in vehicles. WEATHER PHENOMENAN. fatalities occur in vehicles. Safety • As little as 6 inches of water may cause you to lose What are Flash Floods ? control of your vehicle. -
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. -
New York State Canal Corporation Flood Warning and Optimization System
K19-10283720JGM New York State Canal Corporation Flood Warning and Optimization System SCOPE OF SERVICES K19-10283720JGM Contents 1 Background of the Project........................................................................................................... 3 2 Existing FWOS features ............................................................................................................... 5 2.1 Data Import Interfaces ............................................................................................................ 5 2.2 Numeric Models ...................................................................................................................... 5 2.2.1 Hydrologic Model............................................................................................................. 6 2.2.2 Hydraulic Model .............................................................................................................. 6 2.3 Data Dissemination Interfaces .................................................................................................. 6 3 Technical Landscape ................................................................................................................... 7 3.1 Software ................................................................................................................................. 7 3.1.1 Systems......................................................................................................................... 7 3.1.2 FWOS Software .............................................................................................................. -
Drainage Patterns
Drainage Patterns Over time, a stream system achieves a particular drainage pattern to its network of stream channels and tributaries as determined by local geologic factors. Drainage patterns or nets are classified on the basis of their form and texture. Their shape or pattern develops in response to the local topography and Figure 1 Aerial photo illustrating subsurface geology. Drainage channels develop where surface dendritic pattern in Gila County, AZ. runoff is enhanced and earth materials provide the least Courtesy USGS resistance to erosion. The texture is governed by soil infiltration, and the volume of water available in a given period of time to enter the surface. If the soil has only a moderate infiltration capacity and a small amount of precipitation strikes the surface over a given period of time, the water will likely soak in rather than evaporate away. If a large amount of water strikes the surface then more water will evaporate, soaks into the surface, or ponds on level ground. On sloping surfaces this excess water will runoff. Fewer drainage channels will develop where the surface is flat and the soil infiltration is high because the water will soak into the surface. The fewer number of channels, the coarser will be the drainage pattern. Dendritic drainage pattern A dendritic drainage pattern is the most common form and looks like the branching pattern of tree roots. It develops in regions underlain by homogeneous material. That is, the subsurface geology has a similar resistance to weathering so there is no apparent control over the direction the tributaries take.