<?xml version="1.0" encoding="UTF-8"?><?xml-stylesheet type="text/xsl" href="static/style.xsl"?><OAI-PMH xmlns="http://www.openarchives.org/OAI/2.0/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/ http://www.openarchives.org/OAI/2.0/OAI-PMH.xsd"><responseDate>2026-09-18T19:32:54Z</responseDate><request verb="GetRecord" identifier="oai:dspace.mit.edu:1721.1/99628" metadataPrefix="dim">https://dspace.mit.edu/server/oai/request</request><GetRecord><record><header><identifier>oai:dspace.mit.edu:1721.1/99628</identifier><datestamp>2026-06-06T00:49:37Z</datestamp><setSpec>com_1721.1_7582</setSpec><setSpec>com_1721.1_7581</setSpec><setSpec>col_1721.1_131023</setSpec></header><metadata><dim:dim xmlns:dim="http://www.dspace.org/xmlns/dspace/dim" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:doc="http://www.lyncode.com/xoai" xsi:schemaLocation="http://www.dspace.org/xmlns/dspace/dim http://www.dspace.org/schema/dim.xsd">
   <dim:field mdschema="dc" element="contributor" qualifier="advisor" lang="en_US">David Langseth and Harry Hehmond.</dim:field>
   <dim:field mdschema="dc" element="contributor" qualifier="author" lang="en_US">Smith, Mia (Mia Sakura)</dim:field>
   <dim:field mdschema="dc" element="contributor" qualifier="other" lang="en_US">Massachusetts Institute of Technology. Department of Civil and Environmental Engineering.</dim:field>
   <dim:field mdschema="dc" element="contributor" qualifier="department">Massachusetts Institute of Technology. Department of Civil and Environmental Engineering</dim:field>
   <dim:field mdschema="dc" element="coverage" qualifier="spatial" lang="en_US">n-us-ma</dim:field>
   <dim:field mdschema="dc" element="date" qualifier="accessioned">2015-10-30T19:02:16Z</dim:field>
   <dim:field mdschema="dc" element="date" qualifier="available">2015-10-30T19:02:16Z</dim:field>
   <dim:field mdschema="dc" element="date" qualifier="copyright" lang="en_US">2015</dim:field>
   <dim:field mdschema="dc" element="date" qualifier="issued" lang="en_US">2015</dim:field>
   <dim:field mdschema="dc" element="identifier" qualifier="uri">http://hdl.handle.net/1721.1/99628</dim:field>
   <dim:field mdschema="dc" element="identifier" qualifier="oclc" lang="en_US">926718911</dim:field>
   <dim:field mdschema="dc" element="description" lang="en_US">Thesis: M. Eng., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2015.</dim:field>
   <dim:field mdschema="dc" element="description" lang="en_US">Title as it appears in MIT Commencement Exercises program, June 5, 2015: Evaluation of stormwater BMP alternatives in urbanized watershed. Cataloged from PDF version of thesis.</dim:field>
   <dim:field mdschema="dc" element="description" lang="en_US">Includes bibliographical references (pages 50-52).</dim:field>
   <dim:field mdschema="dc" element="description" qualifier="abstract" lang="en_US">Stormwater runoff degrades urban streams through a variety of hydrologic and water quality changes. Green infrastructure is one alternative to traditional methods of stormwater management. This report evaluates the feasibility of four green infrastructure Best Management Practices (BMPs) in the Malden River watershed. The WERF BMP SELECT model was used to generate performance and cost data for bioretention systems, swales, permeable pavement, and constructed wetlands in a portion of the Malden River watershed. Due to space constraints, bioretention systems and swales were found to have limited applicability within the streets of the study site. Permeable pavement was 5 to 70 times more expensive than the other BMP alternatives. Wetlands were found to be the most cost-effective alternative. A 5.3 acre wetland would cost $3.9 million and provide 50% Total Phosphorus reduction, 57% Total Suspended Solids reduction, and 33% flow reduction. However, limited land availability constrains the development of a wetland within the study site.</dim:field>
   <dim:field mdschema="dc" element="description" qualifier="statementofresponsibility" lang="en_US">by Mia Smith.</dim:field>
   <dim:field mdschema="dc" element="description" qualifier="degree" lang="en_US">M.Eng.</dim:field>
   <dim:field mdschema="dc" element="format" qualifier="extent" lang="en_US">70 pages</dim:field>
   <dim:field mdschema="dc" element="language" qualifier="iso" lang="en_US">eng</dim:field>
   <dim:field mdschema="dc" element="publisher" lang="en_US">Massachusetts Institute of Technology</dim:field>
   <dim:field mdschema="dc" element="rights" lang="en_US">M.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission.</dim:field>
   <dim:field mdschema="dc" element="rights" qualifier="uri" lang="en_US">http://dspace.mit.edu/handle/1721.1/7582</dim:field>
   <dim:field mdschema="dc" element="subject" lang="en_US">Civil and Environmental Engineering.</dim:field>
   <dim:field mdschema="dc" element="title" lang="en_US">Evaluation of stormwater BMP alternatives in the Malden River Watershed</dim:field>
   <dim:field mdschema="dc" element="title" qualifier="alternative" lang="en_US">Evaluation of stormwater Best Management Practice alternatives in the Malden River Watershed</dim:field>
   <dim:field mdschema="dc" element="title" qualifier="alternative" lang="en_US">Evaluation of stormwater BMP alternatives in urbanized watershed</dim:field>
   <dim:field mdschema="dc" element="type" lang="en_US">Thesis</dim:field>
   <dim:field mdschema="dc" element="format" qualifier="mimetype">application/pdf</dim:field>
   <dim:field mdschema="dspace" element="authorsordered">false</dim:field>
   <dim:field mdschema="dspace" element="entity" qualifier="type">Publication</dim:field>
   <dim:field mdschema="others" element="access-status">unknown</dim:field>
   <dim:field mdschema="others" element="access-status">unknown</dim:field>
   <dim:field mdschema="cerif" element="openaire" authority="" confidence="-1">&lt;Publication xmlns="https://www.openaire.eu/cerif-profile/1.1/" id="53e61c72-8243-4c98-a008-b949023458b6">
	&lt;Type xmlns="https://www.openaire.eu/cerif-profile/vocab/COAR_Publication_Types">http://purl.org/coar/resource_type/c_1843&lt;/Type>
	&lt;Language>eng&lt;/Language>
   	&lt;Title>Evaluation of stormwater BMP alternatives in the Malden River Watershed&lt;/Title>
   	&lt;Subtitle>Evaluation of stormwater Best Management Practice alternatives in the Malden River Watershed&lt;/Subtitle>
   	&lt;Subtitle>Evaluation of stormwater BMP alternatives in urbanized watershed&lt;/Subtitle>
   	&lt;PublishedIn>
    	&lt;Publication>
      	&lt;/Publication>
   	&lt;/PublishedIn>
   	&lt;PublicationDate>2015&lt;/PublicationDate>
   	&lt;Authors>
      	&lt;Author>
        	&lt;DisplayName>Smith, Mia (Mia Sakura)&lt;/DisplayName>
         	&lt;Affiliation>
         		&lt;OrgUnit>
         		&lt;/OrgUnit>
         	&lt;/Affiliation>
      	&lt;/Author>
	&lt;/Authors>
   	&lt;Editors>
	&lt;/Editors>
    &lt;Publishers>
        &lt;Publisher>
            &lt;DisplayName>Massachusetts Institute of Technology&lt;/DisplayName>
            &lt;OrgUnit />
        &lt;/Publisher>
    &lt;/Publishers>
    &lt;License>http://dspace.mit.edu/handle/1721.1/7582&lt;/License>
    &lt;Keyword>Civil and Environmental Engineering.&lt;/Keyword>
   	&lt;Abstract>Stormwater runoff degrades urban streams through a variety of hydrologic and water quality changes. Green infrastructure is one alternative to traditional methods of stormwater management. This report evaluates the feasibility of four green infrastructure Best Management Practices (BMPs) in the Malden River watershed. The WERF BMP SELECT model was used to generate performance and cost data for bioretention systems, swales, permeable pavement, and constructed wetlands in a portion of the Malden River watershed. Due to space constraints, bioretention systems and swales were found to have limited applicability within the streets of the study site. Permeable pavement was 5 to 70 times more expensive than the other BMP alternatives. Wetlands were found to be the most cost-effective alternative. A 5.3 acre wetland would cost $3.9 million and provide 50% Total Phosphorus reduction, 57% Total Suspended Solids reduction, and 33% flow reduction. However, limited land availability constrains the development of a wetland within the study site.&lt;/Abstract>
	&lt;Access xmlns="http://purl.org/coar/access_right" 
    >
    &lt;/Access>
&lt;/Publication>
</dim:field>
</dim:dim>
</metadata></record></GetRecord></OAI-PMH>