Area Measurements from Site Plans and Introduction to WinSLAMM Analyses Robert Pitt Dept. of Civil and Environmental Engineering University of Alabama.

Slides:



Advertisements
Similar presentations
Infiltration Basins & Permeable Pavement: Examples and Lessons Learned Lene C. Hill, P.E., LEED AP CT Consultants, Inc. June 20, 2013 OhioEPA Storm Water.
Advertisements

Performance Results from Small- and Large-Scale System Monitoring and Modeling of Intensive Applications of Green Infrastructure in Kansas City Integrated.
Introduction 5 Case Studies Impervious Cover (%) for Various Land Uses [2] [2] Low Density Residential 10 Medium Density Residential 30 High Density Residential.
CE 3372 Storm Sewer Conduit, Junctions, Inlets. Storm Sewers 0 Inlets capture stormwater 0 Junctions connect laterals to trunk lines. 0 Conduits (pipes)
Infiltration Through Compacted Urban Soils and Effects on Biofiltration Robert Pitt Department of Civil and Environmental Engineering University of Alabama.
Infiltration Trenches Dave Briglio, P.E. MACTEC Mike Novotney Center for Watershed Protection.
Stormwater Systems ARCH-433. Attendance This water closet, installed in Pullman, Washington, flushes in a counterclockwise rotation. In what direction.
UW LID Workshop Permeable Pavement Modeling June 2008 Doug Beyerlein, P.E. Clear Creek Solutions, Inc.
The DeepRoot Silva Cell Integrating Trees, Soil & Stormwater for Sustainable Development.
LID Site Design and Drainage Dan Cloak Environmental Consulting May 23, 2011.
Wastewater Storage Pond Design
Modeling the Benefits of LID Stormwater Techniques for Developable Parcels in the Nashoba Brook Subwatershed Bob Hartzel, CLM, CPESC Senior Water Resources.
UW LID Workshop Bioretention Flow Control Modeling May 2008
Rain Gardens as Flood Control in Austin, Texas By Kiersten Dube.
Development and Reliability of Standard Land Development Models Robert Pitt 1, Celina Bochis 2, and Geosyntec Project Team Members 1 Cudworth Professor.
UA LID / Surface Water Projects The Paradigm - Water is a Problem, not a Resource.
Low Impact Development Overview  Alternative to end of pipe approach to SWM  Maintain hydrologic function of local ecosystem  Treat stormwater close.
March 14, – 5:30 p.m.. March 14, 2011 Meeting Agenda 1. Minutes (February 14, 2011) 2. Member Inquiries / Staff Follow-up 3. Stormwater Management.
Wake County Stormwater Workshop Guidance on the New Stormwater Ordinance and Design Manual August 29, 2006.
Coastal Smart Growth s/index.htmhttp:// s/index.htm
Stormwater Infrastructure for Water Quality Management Dr. Larry A. Roesner, P.E. CE 394K.2 Surface Water Hydrology University of Texas, Austin April 8,
1 Storm Water Utility City of Durand. 2 Storm Water Runoff Rainwater flows across streets, parking lots, driveways, lawns Pollutants are picked up by.
B.S. Engineering Science, Humboldt State University, Arcata, CA MSCE, San Jose State University, San Jose, CA Ph.D., Environmental Engineering,
8. Bioinfiltration and Evapotranspiration Controls in WinSLAMM v 10 Robert Pitt, John Voorhees, and Caroline Burger PV & Associates LLC Using WinSLAMM.
AMERICAN RECOVERY AND REINVESTMENT ACT OF 2009 Potential Reductions of Street Solids and Phosphorus in Urban Watersheds from Street Cleaning, Cambridge,
Bernie Engel Purdue University. Low-Impact Development (LID) An approach to land development to mimic the pre-development site hydrology to: 1)Reduce.
Modeling Green Infrastructure Components in a Combined Sewer Area Robert Pitt, Ph.D., P.E., D.WRE, BCEE Department of Civil, Construction, and Environmental.
Horsley Witten Group, Inc. Rhode Island Stormwater Design and Installation Standards Manual Public Workshop Design Elements for BMPs January 19, 2011.
Robert Pitt Department of Civil, Construction, and Environmental Engineering University of Alabama Tuscaloosa, AL, USA Effective Urban Stormwater.
Bioretention Dave Briglio, P.E. MACTEC Mike Novotney Center for Watershed Protection.
STEP 3: SITING AND SIZING STORM WATER CONTROLS Section 6.
Dan Cloak, P.E. 18 September 2007 to achieve water quality benefits in Contra Costa County Implementing Low Impact Development.
VOLUME CONTROL using Inter-Event Dry Periods by Marty Wanielista, Josh Spence, and Ewoud Hulstein Stormwater Management Academy UNIVERSITY OF CENTRAL FLORIDA.
B.S. Engineering Science, Humboldt State University, Arcata, CA MSCE, San Jose State University, San Jose, CA Ph.D., Environmental Engineering,
Module 4: WinSLAMM v 9.1 Control Practice Cost Analysis Arvind Narayanan Dept. of Civil, Construction and Environmental Engineering Univ. of Alabama John.
B.S. Engineering Science, Humboldt State University, Arcata, CA MSCE, San Jose State University, San Jose, CA Ph.D., Environmental Engineering,
Stormwater Management Studies in Areas Undergoing Reconstruction Following the Tornado that Hit Tuscaloosa, AL Redahegn Sileshi 1, Robert Pitt 2, Shirley.
What’s New in Stormwater Requirements for Development Projects? Jill Bicknell, P.E. EOA, Inc. New Development Workshop May 22, 2013.
Stormwater Management: TCNJ Townhouses South
Bernie Engel, Larry Theller, James Hunter Purdue University.
Created by The North Carolina School of Science and Math.The North Carolina School of Science and Math Copyright North Carolina Department of Public.
VOLUME CONTROL using Inter-Event Dry Periods Stormwater Management Academy UNIVERSITY OF CENTRAL FLORIDA.
Houston Land/Water Sustainability Forum David W. Peters, P.E., CFM, D.WRE February 6, 2008.
Term Project Presentation CE 394K.2 Hydrology Presented by Chelsea Cohen Thursday, April 24, 2008.
Horsley Witten Group, Inc. Stormwater Management and Elements of Low Impact Development Protecting Our Water Resources – An Ecological Approach to Land.
Low impact development strategies and techniques jennifer j. bitting, pe the low impact development center, inc. june 2008.
B.S. Engineering Science, Humboldt State University, Arcata, CA MSCE, San Jose State University, San Jose, CA Ph.D., Environmental Engineering,
1 Using WinSLAMM For Stormwater Retrofit in Urban Environments August 22, 2011 StormCon 2011, Anaheim, CA Presented by: James Bachhuber PH Caroline Burger.
OVERVIEW Current Ordinance Has to Change Property Owners That Do Not Use The System Should Not Pay Property Owners That Use The System Receive a Benefit.
Sources of Bacteria and their Variability in Urban Watersheds Robert Pitt Cudworth Professor Urban Water Systems Department of Civil, Construction, and.
WWHM3 LID Stormwater Modeling Snohomish County August 2006 Doug Beyerlein, P.E. Clear Creek Solutions, Inc.
Module 5: WinSLAMM v 9.1 Model Features Robert Pitt, P.E., Ph.D. Dept. of Civil, Construction and Environmental Engineering University of Alabama John.
University of Kentucky College of Agriculture Landscape Architecture Franklin-Simpson County Potential Neighborhood Development Strategies 158 acres Close.
Calculating Storm Water Runoff Pervious vs. Impervious Materials.
Public Hearing Seattle Ridge Preliminary Plat/ Planned Area Development PP December 18, 2013.
Low Impact Development Practices. What is Low Impact Development (LID)? LID is an approach to land development (or re- development) that works with nature.
The Town of Fort Myers Beach Stormwater Utility: Frequently Asked Questions Prepared by Tetra Tech September 2015.
Interpreting a contour map
Redahegn Sileshi1, Robert Pitt2 and Shirley Clark3
Storm Water Utility City of Durand.
LIMITING IMPERVIOUS SURFACE COVERAGE USING POROUS TECHNOLOGIES
Redahegn Sileshi1, Robert Pitt2 , and Shirley Clark3
Drainage and Grading Creating stable ground surfaces
Cudworth Professor of Urban Water Systems
Storm Water Storage and Treatment
MIDS calculator Quantifies reductions in runoff volume for a given BMP or group of BMPs Quantifies reductions in phosphorus (P) and TSS runoff for a given.
Redahegn Sileshi1, Robert Pitt2, and Shirley Clark3
Redahegn Sileshi1, Robert Pitt2, Shirley Clark3, and Chad Christian4
Stormwater Retrofit at a Challenging Site
Intro MIDS Calculator Use
Presentation transcript:

Area Measurements from Site Plans and Introduction to WinSLAMM Analyses Robert Pitt Dept. of Civil and Environmental Engineering University of Alabama Tuscaloosa, AL 35487

Little Shades Creek Subwatersheds Area (acres)1234All others Total Single family Town homes Multi-family School/ church Commercial All other Total

Characteristics of Land Development in Rocky Ridge Low density Medium density pre 1960 High density Strip commercial Office parks Directly connected imperviousness Impervious areas draining to pervious areas Pervious Areas Total100

Summary of Measured Areas Totally connected impervious areas: 25.9 acres – parking 15.3 acres – roofs (flat) 8.2 acres – streets (1.2 curb-miles and 33 ft wide) 2.4 acres Landscaped/open space 15.4 acres Total Area 41.3 acres

Stormwater Controls Biofiltration areas –52 units of 40 ft by 8 ft –Surface area: 320 ft 2 –Bottom area: 300 ft 2 –Depth: 1 ft –Vertical stand pipe: 0.5 ft. dia ft high –Broad-crested weir overflow: 8 ft long, 0.25 ft wide and 0.9 ft high –Amended soil: sandy loam

Stormwater Controls (cont.) Wet detention pond –Surface area at pond surface: 3% of 25.9 paved acres = 0.78 acres 0.5% of 15.4 unpaved acres = acres Total area: 0.95 acres –Pond areas different depth: 0 ft 0 acres4 ft 0.95 acres 1 ft 0.1 acres5 ft 1.15 acres 2 ft 0.3 acres6 ft 1.25 acres 3 ft 0.5 acres7 ft 1.31 acres

Runoff Volume Changes Base conditions With biofiltration With pondWith biofilt. and pond Runoff volume (10 6 ft 3 /yr) Average Rv Average CN % reduction in volume n/a41%0%41%

Particulate Solids Changes Base conditions With biofiltration With pondWith biofilt. and pond Particulate solids (lbs/yr) 30,25027,6503,6603,320 Part. size controlled (flw-wgt  meters) n/a % reduc. in discharges n/a9%88%89%

Residential Area Source Areas Area (acres)Large lots Small lots Total area Roofs Driveways Sidewalks Landscaped areas Subtotals Streets0.57 Undeveloped area 1.07 Total area: 5.60 acres

Example Area Calculations for Workshop Problem RoofsConcrete around buildings Street areas (widths) SidewalksParking islands Large landscaped areas Parking 0.49 (35) 0.3 (20) 0.29 (40) 3.57 acres 2.88 acres 1.08 acres 0.07 acres1.03 acres 3.98 acres8.07 acres 17.3%13.9%5.2%0.3%5.0%19.3%39.0%