Stormwater Infiltration: a Management Technique for Preserving Ecosystem Function
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Urban Flooding Mitigation Techniques: a Systematic Review and Future Studies
water Review Urban Flooding Mitigation Techniques: A Systematic Review and Future Studies Yinghong Qin 1,2 1 College of Civil Engineering and Architecture, Guilin University of Technology, Guilin 541004, China; [email protected]; Tel.: +86-0771-323-2464 2 College of Civil Engineering and Architecture, Guangxi University, 100 University Road, Nanning 530004, China Received: 20 November 2020; Accepted: 14 December 2020; Published: 20 December 2020 Abstract: Urbanization has replaced natural permeable surfaces with roofs, roads, and other sealed surfaces, which convert rainfall into runoff that finally is carried away by the local sewage system. High intensity rainfall can cause flooding when the city sewer system fails to carry the amounts of runoff offsite. Although projects, such as low-impact development and water-sensitive urban design, have been proposed to retain, detain, infiltrate, harvest, evaporate, transpire, or re-use rainwater on-site, urban flooding is still a serious, unresolved problem. This review sequentially discusses runoff reduction facilities installed above the ground, at the ground surface, and underground. Mainstream techniques include green roofs, non-vegetated roofs, permeable pavements, water-retaining pavements, infiltration trenches, trees, rainwater harvest, rain garden, vegetated filter strip, swale, and soakaways. While these techniques function differently, they share a common characteristic; that is, they can effectively reduce runoff for small rainfalls but lead to overflow in the case of heavy rainfalls. In addition, most of these techniques require sizable land areas for construction. The end of this review highlights the necessity of developing novel, discharge-controllable facilities that can attenuate the peak flow of urban runoff by extending the duration of the runoff discharge. -
Comparison of Two Methods for Estimating Base Flow in Selected Reaches of the South Platte River, Colorado
Prepared in cooperation with the Colorado Water Conservation Board Comparison of Two Methods for Estimating Base Flow in Selected Reaches of the South Platte River, Colorado Scientific Investigations Report 2012–5034 U.S. Department of the Interior U.S. Geological Survey Comparison of Two Methods for Estimating Base Flow in Selected Reaches of the South Platte River, Colorado By Joseph P. Capesius and L. Rick Arnold Prepared in cooperation with the Colorado Water Conservation Board Scientific Investigations Report 2012–5034 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior KEN SALAZAR, Secretary U.S. Geological Survey Marcia K. McNutt, Director U.S. Geological Survey, Reston, Virginia: 2012 For more information on the USGS—the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment, visit http://www.usgs.gov or call 1–888–ASK–USGS. For an overview of USGS information products, including maps, imagery, and publications, visit http://www.usgs.gov/pubprod To order this and other USGS information products, visit http://store.usgs.gov Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this report is in the public domain, permission must be secured from the individual copyright owners to reproduce any copyrighted materials contained within this report. Suggested citation: Capesius, J.P., and Arnold, L.R., 2012, Comparison of two methods for estimating base flow in selected reaches of the South Platte River, Colorado: U.S. Geological Survey Scientific Investigations Report 2012–5034, 20 p. -
Biogeochemical and Metabolic Responses to the Flood Pulse in a Semi-Arid Floodplain
View metadata, citation and similar papers at core.ac.uk brought to you by CORE provided by DigitalCommons@USU 1 Running Head: Semi-arid floodplain response to flood pulse 2 3 4 5 6 Biogeochemical and Metabolic Responses 7 to the Flood Pulse in a Semi-Arid Floodplain 8 9 10 11 with 7 Figures and 3 Tables 12 13 14 15 H. M. Valett1, M.A. Baker2, J.A. Morrice3, C.S. Crawford, 16 M.C. Molles, Jr., C.N. Dahm, D.L. Moyer4, J.R. Thibault, and Lisa M. Ellis 17 18 19 20 21 22 Department of Biology 23 University of New Mexico 24 Albuquerque, New Mexico 87131 USA 25 26 27 28 29 30 31 present addresses: 32 33 1Department of Biology 2Department of Biology 3U.S. EPA 34 Virginia Tech Utah State University Mid-Continent Ecology Division 35 Blacksburg, Virginia 24061 USA Logan, Utah 84322 USA Duluth, Minnesota 55804 USA 36 540-231-2065, 540-231-9307 fax 37 [email protected] 38 4Water Resources Division 39 United States Geological Survey 40 Richmond, Virginia 23228 USA 41 1 1 Abstract: Flood pulse inundation of riparian forests alters rates of nutrient retention and 2 organic matter processing in the aquatic ecosystems formed in the forest interior. Along the 3 Middle Rio Grande (New Mexico, USA), impoundment and levee construction have created 4 riparian forests that differ in their inter-flood intervals (IFIs) because some floodplains are 5 still regularly inundated by the flood pulse (i.e., connected), while other floodplains remain 6 isolated from flooding (i.e., disconnected). -
Isotopes \&Amp\; Geochemistry: Tools for Geothermal Reservoir
E3S Web of Conferences 98, 08013 (2019) https://doi.org/10.1051/e3sconf/20199808013 WRI-16 Isotopes & Geochemistry: Tools For Geothermal Reservoir Characterization (Kamchatka Examples) Alexey Kiryukhin1,*, Pavel Voronin1, Nikita Zhuravlev1, Andrey Polyakov1, Tatiana Rychkova1, Vasily Lavrushin2, Elena Kartasheva1, Natalia Asaulova3, Larisa Vorozheikina3, and Ivan Chernev4 1Institute of Volcanology & Seismology FEB RAS, Piip 9, Petropavlovsk-Kamch., 683006, Russia 2Geological Institute RAS, Pyzhevsky 7, Moscow 119017, Russia 3Teplo Zemli JSC, Vilyuchinskaya 6, Thermalny, 684000, Russia 4Geotherm JSC, Ac. Koroleva 60, Petropavlovsk-Kamchatsky, 683980, Russia Abstract. The thermal, hydrogeological, and chemical processes affecting Kamchatka geothermal reservoirs were studied by using isotope and geochemistry data: (1) The Geysers Valley hydrothermal reservoirs; (2) The Paratunsky low temperature reservoirs; (3) The North-Koryaksky hydrothermal system; (4) The Mutnovsky high temperature geothermal reservoir; (5) The Pauzhetsky geothermal reservoir. In most cases water isotope in combination with Cl- transient data are found to be useful tool to estimate reservoirs natural and disturbed by exploitation recharge conditions, isotopes of carbon-13 (in CO2) data are pointed either active magmatic recharge took place, while SiO2 and Na-K geothermometers shows opposite time transient trends (Paratunsky, Geysers Valley) suggest that it is necessary to use more complicated geochemical systems of water/mineral equilibria. 1 Introduction Active pore space limitation mass transport velocities are typically greater than heat transport velocities. That is a fundamental reason why changes in the isotope and chemistry parameters of geofluids are faster than changes in the heat properties of producing geothermal reservoirs, which makes them pre-cursors to production parameter changes. In cases of inactive to rock chemical species, they can be used as tracers of fluid flow and boundary condition estimation. -
Infiltration Trench
APPENDIX F Alternative Stormwater Treatment Control Measure Fact Sheets Appendix F – Alternative Stormwater Treatment Control Measure Fact Sheets Table of Contents LID-1: Infiltration Basin ................................................................................................. F-1 LID-2: Infiltration Trench ............................................................................................. F-10 LID-3: Dry Well ........................................................................................................... F-18 T-1: Stormwater Planter ............................................................................................. F-26 T-2: Tree-Well Filter ................................................................................................... F-36 T-3: Sand Filter .......................................................................................................... F-45 T-4: Vegetated Swales ............................................................................................... F-55 T-5: Proprietary Stormwater Treatment Control Measures ......................................... F-67 HM-1: Extended Detention Basin ............................................................................... F-72 HM-2: Wet Pond ........................................................................................................ F-86 June 2015 F-i LID-1: Infiltration Basin Description An infiltration basin is a shallow earthen basin constructed in naturally permeable soil designed for retaining and -
First Flush Reactor for Stormwater Treatment for 6
TECHNICAL REPORT STANDARD PAGE 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. FHWA/LA.08/466 4. Title and Subtitle 5. Report Date June 2009 First Flush Reactor for Stormwater Treatment for 6. Performing Organization Code Elevated Linear Transportation Projects LTRC Project Number: 08-3TIRE State Project Number: 736-99-1516 7. Author(s) 8. Performing Organization Report No. Zhi-Qiang Deng, Ph.D. 9. Performing Organization Name and Address 10. Work Unit No. Department of Civil and Environmental Engineering 11. Contract or Grant No. Louisiana State University LA 736-99-1516; LTRC 08-3TIRE Baton Rouge, LA 70803 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Louisiana Transportation Research Center Final Report 4101 Gourrier Avenue December 2007-May 2009 Baton Rouge, LA 70808 14. Sponsoring Agency Code 15. Supplementary Notes Conducted in cooperation with the U.S. Department of Transportation, Federal Highway Administration 16. Abstract The United States EPA (Environmental Protection Agency) MS4 (Municipal Separate Storm Water Sewer System) Program regulations require municipalities and government agencies including the Louisiana Department of Transportation and Development (LADOTD) to develop and implement stormwater best management practices (BMPs) for linear transportation systems to reduce the discharge of various pollutants, thereby protecting water quality. An efficient and cost-effective stormwater BMP is urgently needed for elevated linear transportation projects to comply with MS4 regulations. This report documents the development of a first flush-based stormwater treatment device, the first flush reactor, for use on elevated linear transportation projects/roadways for complying with MS4 regulations. A series of stormwater samples were collected from the I-10 elevated roadway section over City Park Lake in urban Baton Rouge. -
IN EUROPE with Special Reference to Underground Resources
Bull. Org. mond. Sante' 1957, 16, 707-725 Bull. Wld Hlth Org. SANITARY ENGINEERING AND WATER ECONOMY IN EUROPE With Special Reference to Underground Resources W. F. J. M. KRUL Professor, Technische Hogeschool, Delft; Director, Rijksinstituut voor Drinkwatervoorziening, The Hague, Netherlands SYNOPSIS The author deals with a wide variety of aspects of water economy and the development of water resources, relating them to the sanitary engineering problems they give rise to. Among those aspects are the balance between available resources and water needs for various purposes; accumulation and storage of surface and ground water, and methods of replenishing ground water supplies; pollution and purification; and organizational measures to deal with the urgent problems raised by the heavy demands on the world's water supply as a result of both increased population and the increased need for agricultural and industrial development. The author considers that at the national level over-all plans for developing the water economy of countries might well be drawn up by national water boards and that the economy of inter-State river basins should receive international study. In such work the United Nations and its specialized agencies might be of assistance. The Fourth European Seminar for Sanitary Engineers, held at Opatija, Yugoslavia, in 1954, dealt with surface water pollution, as seen from the angle of public health. It was pointed out that, especially in heavily indus- trialized countries, there is a great task to be fulfilled by sanitary engineers in the purification of waste waters of different kinds, in the sanitation of streams and in the adaptation of more or less polluted surface water to the needs of different kinds of consumers. -
Maintaining Your Detention Basin: a Guidebook for Private Owners in Clermont County
Maintaining Your Detention Basin: A Guidebook for Private Owners in Clermont County A well maintained detention basin BASINS Your detention basin is a storm water best management practice (BMP) designed to tempo- INTRODUCTION rarily capture and hold storm water runoff during periods of heavy rain, and slowly release this flow over a period of one or two days so it minimizes flooding and streambank erosion problems downstream. They also help remove sediments from storm water runoff, which helps improve the quality of local streams. Like most other things, a detention basin may not function properly or it may fail prematurely if not properly maintained. Once a detention basin fails, it is often very expensive to correct. Many detention basins are located on private property, including parcels of land owned and maintained by a homeowners association (HOA). Local governments do not have the au- thority to maintain components of the storm sewer system on private property, including detention basins. Rather, these are the responsibility of the lot owner to maintain. Whether you are an individual property owner, a homeowner’s association representative, or a residential/commercial property manager, this Guidebook will help answer questions and provide you with instructions for basin maintenance activities. Routine maintenance will prolong the life of your detention basin, improve its appearance, help prevent flooding and property damage, and enhance local streams and lakes. WHAT ARE DETENTION BASINS AND WHY ARE THEY IMPORTANT? When land is altered to build homes and other developments, the natural system of trees and plants over relatively spongy soil is replaced with harder surfaces like sidewalks, streets, decks, roofs, driveways and even lawns over compacted soils. -
Chapter 23: Detention Basin Standards
CHAPTER 23: DETENTION BASIN STANDARDS 23.00 Introduction and Goals 23.01 Administration 23.02 Standards 23.03 Standard Attachments 23.1 City of Champaign Manual of Practice March 2002 Chapter 23: Detention Basin Standards 23.00 INTRODUCTION AND GOALS A. The purpose of this chapter is to explain the City’s policy regarding the ownership, design, construction, and maintenance responsibility for detention basins. Detention basins are used to collect and hold stormwater runoff for a period of time to compensate for increases in stormwater runoff caused by reduced ground surface perviousness due to activities such as paving or building construction. B. Detention basins historically range in size from backyard detention provided by swales, to large regional detention ponds. Detention basins may be wet or dry bottomed. Residential backyard or sideyard single lot detention is not allowed. Construction of detention for individual lots of less than 5 acres is not recommended; alternate methods such as payment in lieu of detention or one basin for the entire subdivision or development are preferred. 23.01 ADMINISTRATION A. This chapter applies to detention basins within the City limits and the 1-1/2 mile extra territorial jurisdiction. B. Detention basin construction is required for certain conditions by the City of Champaign Stormwater Management Regulations. C. Detention basin design shall be reviewed by the City of Champaign through either of the following: 1. Subdivision plan review 2. Grading and drainage plan review 3. Alternate construction plan review (typically public improvements) 23.02 STANDARDS The following standards apply to detention basins: A. Referenced Standards: Design standards for detention basin design and construction shall comply with the provisions of the following, unless otherwise stated by this manual. -
Exploring the Influence of Urban Watershed Characteristics and Antecedent Climate on In-Stream Pollutant Dynamics
University of Tennessee, Knoxville TRACE: Tennessee Research and Creative Exchange Masters Theses Graduate School 12-2016 Exploring the Influence of Urban atershedW Characteristics and Antecedent Climate on In-Stream Pollutant Dynamics Laurel Elizabeth Christian University of Tennessee, Knoxville, [email protected] Follow this and additional works at: https://trace.tennessee.edu/utk_gradthes Part of the Hydraulic Engineering Commons Recommended Citation Christian, Laurel Elizabeth, "Exploring the Influence of Urban atershedW Characteristics and Antecedent Climate on In-Stream Pollutant Dynamics. " Master's Thesis, University of Tennessee, 2016. https://trace.tennessee.edu/utk_gradthes/4279 This Thesis is brought to you for free and open access by the Graduate School at TRACE: Tennessee Research and Creative Exchange. It has been accepted for inclusion in Masters Theses by an authorized administrator of TRACE: Tennessee Research and Creative Exchange. For more information, please contact [email protected]. To the Graduate Council: I am submitting herewith a thesis written by Laurel Elizabeth Christian entitled "Exploring the Influence of Urban atershedW Characteristics and Antecedent Climate on In-Stream Pollutant Dynamics." I have examined the final electronic copy of this thesis for form and content and recommend that it be accepted in partial fulfillment of the equirr ements for the degree of Master of Science, with a major in Environmental Engineering. Jon Hathaway, Major Professor We have read this thesis and recommend its acceptance: John Schwartz, Ana Szynkiewicz Accepted for the Council: Carolyn R. Hodges Vice Provost and Dean of the Graduate School (Original signatures are on file with official studentecor r ds.) Exploring the Influence of Urban Watershed Characteristics and Antecedent Climate on In-Stream Pollutant Dynamics A Thesis Presented for the Master of Science Degree The University of Tennessee, Knoxville Laurel Elizabeth Christian December 2016 Copyright © 2016 by Laurel E. -
First Flush Study 1999-2000 Report
First Flush Study 1999-2000 Report June 2000 CTSW-RT-00-016 Contents Executive Summary Section 1 Introduction .................................................................................................. 1-1 1.1 Background ...............................................................................................................1-1 1.2 Overview of the First Flush Study .........................................................................1-1 1.2.1................................................................................................. Program Objective 1-1 1.2.2.......................................................................................................... Study Design 1-2 1.3 Report Organization.................................................................................................1-2 Section 2 Monitoring Locations and Equipment..................................................... 2-1 2.1 Monitoring Locations...............................................................................................2-1 2.2 Monitoring Equipment ............................................................................................2-6 Section 3 Sampling Handling, Analytical Methods, and Procedures................. 3-1 3.1 Storm Water Sampling.............................................................................................3-1 3.2 Wet Weather Response ............................................................................................3-1 3.3 Key Water Quality Constituents ............................................................................3-3 -
28. AC20 Penright
Downstream Sediment Interception A Unique Application for Proprietary Best Management Practice (BMP) Technology Peter Enright My Background Role at • Civil Site and Infrastructure Group • 6.5 years in the water/engineering industry • Design of water/wastewater/stormwater infrastructure • Master planning and hydraulic/hydrologic modelling Today’s Presentation Outline • Rainfall, Runoff and Water Quality • Downstream Structural BMP Application • Regulation of Sediment Removal and Sizing BMPs • Alternative Analysis Methodology • Conclusions Rainfall, Runoff and Water Quality Catchment Response Storm Event Surface Runoff Stormwater • Total Depth • Cover Type • Hydrology of Rainfall • Topography • Inlet Types • Distribution • Infiltration • Land Use Over Time • Connectivity • Pretreatment Hyetograph Hydrograph Catchment Response Examples Parking Lot Catchment Response Examples Sports Field Water Quality Overview Typical Stormwater Pollutants • Sediment AKA Total Suspended Solids (TSS) • Nitrogen, Phosphorus, Chloride, and Hydrocarbons • Micro-organisms and Toxic Organics Predicting Water Quality Factors Effecting Stormwater Pollutant Load • Land Use/Type of Pollutants Present • Frequency of Cleaning/Flushing Rainfall • Hydrology and Treatment Train • Intensity and Duration of Rainfall Event Concept of “First Flush” ➢ Pollutant concentration varies over time Unique BMP Application Existing Upstream Catchment Area Minimal TSS removal Opportunity Downstream Intercept upstream TSS • Retroactive treatment • Minimize downstream maintenance Regulation