Urban Water Management (ESRM 311 & SEFS 507)
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Bioretention a Guide for Stormwater Retention & Water Quality Improvement Bioretention: a Guide for Stormwater Retention & Water Quality Improvement
Bioretention A Guide for Stormwater Retention & Water Quality Improvement Bioretention: A Guide for Stormwater Retention & Water Quality Improvement Table of Contents BIORETENTION OVERVIEW 1 01. INTRODUCTION 3 02. CRITICAL PROCESSES OF BIORETENTION 3 03. BIORETENTION TYPES 4 A. Facility Performance Types 4 B. Commercial Bioretention Area Types 7 C. Residential Bioretention Area Types 8 D. Design Themes 13 04. DESIGN PHASES 13 A. Concept Phase 13 B. Engineering Design Phase 15 C. Engineering Plan Review Phase 20 D. Pre-Construction Phase 21 E. Construction Phase 21 F. Final Closeout Phase 21 G. Maintenance and Operation Phase 22 05. REFERENCES 22 Bioretention: A Guide for Stormwater Retention & Water Quality Improvement 1 Bioretention Overview BIORETENTION: DEFINITION & PURPOSE Suburban and urban development often creates a loss of natural land, negatively impacting natural aquatic systems through an increase of runoff and polluted waters. Bioretention is a regenerative upland-based water quality and quantity control practice that uses the physical, biological and chemical properties of plants, microbes and soils to remove pollutants from stormwater runoff. Bioretention facilities provide several benefits, including water quality improvements, environ- mental stewardship opportunities, aesthetic enrichment and wildlife habitat creation/preserva- tion. There are also various types of bioretention facilities that can be used in an area, and it is important to choose one that suits the particulars of the impacted site. When making a decision on the type of facility to be implemented, the land manager must consider both the aesthetic aspect and stormwater management needs. Bioretention can be used in both residential and industrial settings. The difference between the two is the scale of the design. -
Bioretention Fact Sheet
BIORETENTION FACT SHEET Bioretention is a shallow basin or landscaped depression designed to store, infiltrate and treat stormwater runoff. It is excavated and backfilled with well-draining, engineered soil media and planted with native vegetation, grasses or sod. Bioretention systems can also enhance habitat, mitigate for heat island effects and improve water quality. They are designed to temporarily hold (24 hours post rain event) BIORETENTION POLLUTANT REMOVAL1 and slowly infiltrate stormwater runoff. Bioretention systems use many pollutant removal mechanisms (i.e., infiltration, absorption, of suspended adsorption, evapotranspiration, microbial and biological 85% solids decomposition, plant uptake, sedimentation and filtration) to of phosphorus improve stormwater quality prior to it leaving the system. Filtered 80% runoff can exfiltrate into surrounding native soils, or these of nitrogen systems can be designed to use an underdrain to collect and return 60% filtered runoff to the conveyance system. Bioretention systems are of fecal coliform most effective when used to treat small to moderate quantities of 90% stormwater. 95% of metals As with any type of infrastructure, bioretention and other green infrastructure practices require maintenance to ensure continued functionality. Key maintenance activities include stabilizing erosion and removal of sediment, trash and debris, particularly if inlet or outlet structure openings are impeded. General inspections and assessment of five critical features can keep the practice operational. Visual clues for inspection can be used at any time, but it is ideal to inspect the bioretention system shortly after a moderately-sized rainfall event (~ 1 inch) and, again, 24-hours later to ensure runoff is entering the bioretention cell and infiltrating. -
Design Standards for Stormwater Detention and Retention for Pima County
Pima County Regional Flood Control District Design Standards for Stormwater Detention and Retention Supplement to Title 16, Chapter 16.48, Runoff Detention Systems Floodplain and Erosion Hazard Management Ordinance Pima County Regional Flood Control District 97 E. Congress St., 3rd Floor Tucson, AZ 85701-1791 (520) 724 -4600 June 2014 _________________ Design Standards for Stormwater Detention and Retention for Pima County REVISIONS Because of ongoing regulatory and technical changes in the fields of floodplain and stormwater management, revisions to this manual will be required from time to time. Such revisions will be approved by the Floodplain Administrator. Hard copy (printed) revisions will not be distributed. It is the holder’s responsibility to keep the document current by periodically checking the Regional Flood Control District’s web page for new digital versions. The revision history of the document is listed below. Chronology of Publication, Updates and Revisions Description Date First Edition June 2014 Chapter 6 Revised to Include Benefits of February 2015 Multiple-Use Basins I _________________ Design Standards for Stormwater Detention and Retention for Pima County TABLE OF CONTENTS No. Description Page No. 1. INTRODUCTION ................................................................................................. 1 1.1 Purpose ......................................................................................................................1 1.2 Ordinance Overview and Detention Requirements ..................................................2 -
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. -
Rain Garden, Bioswale, Micro-Bioretention
Rain Garden, Bioswale, Micro-Bioretention What are rain gardens, bioswales, and micro- Basic Maintenance ... bioretention facilities? Regularly inspect for signs of erosion, obstructions, Rain gardens, bioswales, and micro-bioretention areas are or unhealthy vegetation. functional landscaping features that filter rainwater and Remove weeds and invasive plantings. improve water quality. Remove any trash in the bioretention area or the inlet Micro-bioretention areas are typically planted with native channels or pipes. plants and have three layers: mulch, a layer of soil, sand and Check the facility 48 hours after a rain storm to make organic material mixture, and a stone layer. A perforated sure there is no standing water. pipe within the stone layer collects and directs the filtered rainwater from large storms to a storm drain system so the facility drains within 2 days. Micro-bioretention areas are often located in parking lot islands, cul-de-sacs islands, or Seasonal Maintenance … along roads. Cut back dead stems from herbaceous plantings in the beginning of the spring season. Rain gardens are very similar to micro-bioretention. They collect rainwater from roof gutters, driveways, and sidewalks. Water new plantings frequently to promote plant growth Rain gardens are common around homes and townhomes. and also during extreme droughts. Replenish and distribute mulch to a depth of 3 inches. A bioswale is similar to a micro-bioretention area in the way it is designed with layers of vegetation, soil, and a perforated Remove fallen leaves in the fall season. pipe within the bottom stone layer. Bioswales typically are located along a roadway or walkway. -
Bioretention for Infiltration (1004)
Bioretention For Infiltration (1004) Wisconsin Department of Natural Resources Technical Standard I. Definition IV. Federal, State and Local Laws A bioretention device is an infiltration device1 Users of this standard shall be aware of applicable consisting of an excavated area that is back-filled with federal,state and local laws, rules, regulations or an engineered soil, covered witha mulch layer and permit requirements governingbioretention devices. planted with a diversity of woody and herbaceous This standard does not contain the text of federal, vegetation. Storm water directed to the device state or local laws. percolates through the mulch and engineered soil, where it is treated by a variety of physical, chemical V. Criteria and biological processes before infiltratinginto the native soil. A. Site Criteria II. Purpose 1. A site selected for construction of a bioretention device shall be evaluated in accordance with the A bioretention device may be applied individually or WDNR Technical Standard 1002, "Site as part of a system of stonnwater management Evaluation for Stonnwater Infiltration" and shall practices to support one or more of the following meet the site requirements of that standard. purposes: 2. The followings ite criteria shall also be met: • Enhance stonn water infiltration • Reduce discharge of storm water pollutants to a. Private Onsite Wastewater Treatment System surfacean_d ground waters (POWTS) - The bioretention device shall be • Decrease runoffpeak flowrates and volumes located a minimum of 50 feet from any • Preserve base flowin streams POWTS and shall not be hydraulically • Reduce temperature impacts of storm water connected to the POWTS dispersal cell or runoff cause negative impacts such as cross contamination. -
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. -
How Does Stormwater Biofiltration Work? | I
Adoption Guidelines for Stormwater Biofiltration Systems Appendix A – How does stormwater biofiltration work? | i Fact Sheet: How does stormwater biofiltration work? What is biofiltration? Compared to undeveloped catchments, urban areas car parks, up to larger regional stormwater treatment systems, generate stormwater runoff that is magnified in flow including in public parks and forested reserves (Figure 2). volume, peak and pollutant load. The poor water quality Further, biofilter design can be tailored to optimise performance and altered hydrology are both highly detrimental to the for local conditions and specific treatment objectives. health of receiving waters (e.g. streams, estuaries, bays). Water biofiltration is the process of improving water quality A typical biofilter consists of a vegetated swale or basin by filtering water through biologically influenced media overlaying a porous, sand-based filter medium with a (Figure 1). Stormwater biofiltration systems (also known drainage pipe at the bottom. Stormwater is diverted from a as biofilters, bioretention systems and rain gardens) are kerb or pipe into the biofilter, where it flows through dense just one of a range of accepted Water Sensitive Urban vegetation and temporarily ponds on the surface before Design (WSUD) elements. They are a low energy treatment slowly filtering down through the filter media (Figure 1). technology with the potential to provide both water quality Depending on the design, treated flows are either infiltrated and quantity benefits. The technology can be applied to to underlying soils, or collected in the underdrain system various catchment sizes and landscape settings, from street for conveyance to downstream waterways or storages for trees and private backyards to street-scale applications and subsequent re-use. -
Constructed Wetlands
VA DEQ STORMWATER DESIGN SPECIFICATION NO. 13 CONSTRUCTED WETLAND VIRGINIA DEQ STORMWATER DESIGN SPECIFICATION No. 13 CONSTRUCTED WETLANDS VERSION 1.9 March 1, 2011 SECTION 1: DESCRIPTION Constructed wetlands, sometimes called stormwater wetlands, are shallow depressions that receive stormwater inputs for water quality treatment. Wetlands are typically less than 1 foot deep (although they have greater depths at the forebay and in micropools) and possess variable microtopography to promote dense and diverse wetland cover (Figure 13.1). Runoff from each new storm displaces runoff from previous storms, and the long residence time allows multiple pollutant removal processes to operate. The wetland environment provides an ideal environment for gravitational settling, biological uptake, and microbial activity. Constructed wetlands are the final element in the roof-to-stream runoff reduction sequence. They should only be considered for use after all other upland runoff reduction opportunities have been exhausted and there is still a remaining water quality or Channel Protection Volume to manage. Version 1.9, March 1, 2011 Page 1 of 30 VA DEQ STORMWATER DESIGN SPECIFICATION NO. 13 CONSTRUCTED WETLAND SECTION 2: PERFORMANCE The overall stormwater functions of constructed wetlands are summarized in Table 13.1. Table 13.1. Summary of Stormwater Functions Provided by Constructed Wetlands Stormwater Function Level 1 Design Level 2 Design Annual Runoff Volume Reduction (RR) 0% 0% Total Phosphorus (TP) EMC 50% 75% Reduction1 by BMP Treatment Process Total Phosphorus (TP) Mass Load 50% 75% Removal 1 Total Nitrogen (TN) EMC Reduction by 25% 55% BMP Treatment Process Total Nitrogen (TN) Mass Load 25% 55% Removal Yes. -
Wet Pond/Retention Basin
Pennsylvania Stormwater Best Management Practices Manual Chapter 6 BMP 6.6.2: Wet Pond/Retention Basin Wet Ponds/Retention Basins are stormwater basins that include a substantial permanent pool for water quality treatment and additional capacity above the permanent pool for temporary runoff storage. Key Design Elements Potential Applications Residential: Yes Commercial: Yes Ultra Urban: Yes Industrial: Yes Retrofit: Yes Highway/Road: Yes · Adequate drainage area (usually 5 to 10 acres minimum) or proof of sustained baseflow Stormwater Functions · Natural high groundwater table · Maintenance of permanent water surface · Should have at least 2 to 1 length to width ratio Volume Reduction: Low Recharge: Low Robust and diverse vegetation surrounding wet pond · Peak Rate Control: High · Relatively impermeable soils Water Quality: Medium · Forebay for sediment collection and removal · Dewatering mechanism Water Quality Functions TSS: 70% TP: 60% NO3: 30% 363-0300-002 / December 30, 2006 Page 163 of 257 Pennsylvania Stormwater Best Management Practices Manual Chapter 6 Description Wet Detention Ponds are stormwater basins that include a permanent pool for water quality treatment and additional capacity above the permanent pool for temporary storage. Wet Ponds should include one or more forebays that trap course sediment, prevent short-circuiting, and facilitate maintenance. The pond perimeter should generally be covered by a dense stand of emergent wetland vegetation. While they do not achieve significant groundwater recharge or volume reduction, they can be effective for pollutant removal and peak rate mitigation. Wet Ponds (WPs) can also provide aesthetic and wildlife benefits. WPs require an adequate source of inflow to maintain the permanent water surface. -
Sediment Forebay
VA DEQ STORMWATER DESIGN SPECIFICATION INTRODUCTION: APPENDIX D: SEDIMENT FOREBAY APPENDIX D SEDIMENT FOREBAY VERSION 1.0 March 1, 2011 SECTION D-1: DESCRIPTION OF PRACTICE A sediment forebay is a settling basin or plunge pool constructed at the incoming discharge points of a stormwater BMP. The purpose of a sediment forebay is to allow sediment to settle from the incoming stormwater runoff before it is delivered to the balance of the BMP. A sediment forebay helps to isolate the sediment deposition in an accessible area, which facilitates BMP maintenance efforts. SECTION D-2: PERFORMANCE CRITERIA Not applicable. Introduction: Appendix D: Sediment Forebay 1 of 7 Version 1.0, March 1, 2011 VA DEQ STORMWATER DESIGN SPECIFICATION INTRODUCTION: APPENDIX D: SEDIMENT FOREBAY SECTION D-3: PRACTICE APPLICATIONS AND FEASIBILITY A sediment forebay is an essential component of most impoundment and infiltration BMPs including retention, detention, extended-detention, constructed wetlands, and infiltration basins. A sediment forebay should be located at each inflow point in the stormwater BMP. Storm drain piping or other conveyances may be aligned to discharge into one forebay or several, as appropriate for the particular site. Forebays should be installed in a location which is accessible by maintenance equipment. Water Quality A sediment forebay not only serves as a maintenance feature in a stormwater BMP, it also enhances the pollutant removal capabilities of the BMP. The volume and depth of the forebay work in concert with the outlet protection at the inflow points to dissipate the energy of incoming stormwater flows. This allows the heavier, course-grained sediments and particulate pollutants to settle out of the runoff. -
Deep Creek Master Drainage Plan Update
INDICATIVE OF EXPECTED WATER SURFACE ELEVATIONS FOR THE PURPOSES OF FLOODPLAIN MANAGEMENT AND/OR INSURANCE REQUIREMENTS. The SWMM models developed for this study could be adapted for use in the National Flood Insurance Program and submitted to FEMA for approval, but until they are subjected to that process the published flood insurance studies and rate maps remain fully in effect. Back-to-Back Storms Analysis The City of Chesapeake has flood storage requirements regarding back-to-back storms. Simply stated, detention and retention facilities must recover a substantial portion of the available flood storage 48 hours after a 10-Year Type II design storm event begins. A special SWMM analysis was constructed and run to produce the results indicated in Table D-1. As shown in the table, all of the storm water basins in the watershed should recover flood storage capacity adequately within 48 hours after the onset of a 10-year Type II storm, and all of them have excess storage capacity above the peak 10-year water surface elevation. The City’s back-to-back storm analysis requirements are not well understood in the consulting community, and have not been consistently applied from project to project. The ultimate intent is to produce good detention and retention facility designs that can recover a reasonable amount of flood storage capacity so that flood damage can be avoided if one severe storm is followed shortly by another. The development of specific back-to-back storm evaluation criteria is problematic for several reasons. First, back-to-back 10-year (for example) storms comprise a hydrologic design event that has a return period well beyond 10-years, and designs to accommodate such an event can be very expensive to construct, or to retrofit.