Link to the University of Pittsburgh Homepage
Link to the University Library System Homepage Link to the Contact Us Form

STORMWATER RUNOFF MITIGATION AND WATER QUALITY IMPROVEMENTS THROUGH THE USE A GREEN ROOF IN PITTSBURGH, PA

Bliss, Daniel James (2007) STORMWATER RUNOFF MITIGATION AND WATER QUALITY IMPROVEMENTS THROUGH THE USE A GREEN ROOF IN PITTSBURGH, PA. Master's Thesis, University of Pittsburgh. (Unpublished)

[img]
Preview
PDF
Primary Text

Download (6MB) | Preview

Abstract

A green roof was constructed in Pittsburgh, PA to help reduce combined sewer overflows (CSOs) events. They occur because the sewer infrastructure of Pittsburgh, and many older cities, is inadequately designed to handle the large amounts of stormwater runoff created by the sprawling areas of impervious surfaces in today's modern cities. Raw sewage is frequently dumped into Pittsburgh's three rivers when the sewer system becomes overloaded.A 12, 300 square foot extensive green roof was constructed at a commercial and residential site in Pittsburgh to measure the stormwater benefits. The green roof sits atop the new portion of an expanded supermarket, with a 21,000 square foot conventionally ballasted roof covering the existing portion. The green roof consists of a 5 1/2 inch thick layer of soilless mix and a plant layer consisting mainly of sedum varieties. Using the conventional roof as a control, an extensive monitoring system was constructed to measure parameters including rainwater, soil moisture and runoff.The absorption of rainwater by the substrate and plants reduces the total volume of runoff that reaches the sewer system by between 5 and 70 percent. At least a 20 percent reduction occurs for a rain storm of 0.6 inches or less. Storm duration, total rainfall amount and soil moisture prior to the storm affect performance. The peak flow rate of runoff leaving the roof is also significantly reduced, by 5 to 70 percent. The flow rate is lower at all stages of storm. The green roof also delayed the start of runoff and, at times, the peak flow. At the conclusion of a storm, runoff would continue to flow from the green roof for up to several hours longer than the control roof at a very low rate.Water quality tests on runoff and rainfall samples indicate that a first flush effect is not present in the green roof runoff. The concentration of phosphorus was elevated in the green roof runoff, likely from the use of fertilizers. COD was also elevated, while turbidity levels were lower than the control roof. Runoff from both roofs neutralized the slightly acidic rainwater.


Share

Citation/Export:
Social Networking:
Share |

Details

Item Type: University of Pittsburgh ETD
Status: Unpublished
Creators/Authors:
CreatorsEmailPitt UsernameORCID
Bliss, Daniel Jamesbliss.dan@gmail.com
ETD Committee:
TitleMemberEmail AddressPitt UsernameORCID
Committee ChairRies, Robertrobries@pitt.eduROBRIES
Committee MemberDzombak, Daviddzombak@cmu.edu
Committee MemberNeufeld, Ronaldneufeld@pitt.eduNEUFELD
Date: 12 June 2007
Date Type: Completion
Defense Date: 6 April 2007
Approval Date: 12 June 2007
Submission Date: 1 March 2007
Access Restriction: No restriction; Release the ETD for access worldwide immediately.
Institution: University of Pittsburgh
Schools and Programs: Swanson School of Engineering > Civil and Environmental Engineering
Degree: MSCE - Master of Science in Civil Engineering
Thesis Type: Master's Thesis
Refereed: Yes
Uncontrolled Keywords: stormwater; Green roofs; runoff
Other ID: http://etd.library.pitt.edu/ETD/available/etd-03012007-110500/, etd-03012007-110500
Date Deposited: 10 Nov 2011 19:31
Last Modified: 15 Nov 2016 13:36
URI: http://d-scholarship.pitt.edu/id/eprint/6424

Metrics

Monthly Views for the past 3 years

Plum Analytics


Actions (login required)

View Item View Item