Dränasfalt : Långtidseffekter

Increased sealing of soil due to urbanization produces higher runoff volumes, less infiltration and thus less recharge of groundwater. Terms e. g. “Low Impact Development”, “Sustainable Urban Drainage Systems” introduce management practices for a sustainable handling of stormwater. A tool of this te...

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Bibliographic Details
Main Author: Stenglein, Anna Lena
Format: Bachelor Thesis
Language:English
Published: 2011
Subjects:
Online Access:http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-52334
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spelling ftluleatu:oai:DiVA.org:ltu-52334 2023-05-15T16:32:54+02:00 Dränasfalt : Långtidseffekter Stenglein, Anna Lena 2011 application/pdf http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-52334 eng eng http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-52334 Local 976c5106-644f-4d17-b59f-6e5adf97761f info:eu-repo/semantics/openAccess Technology Porous Asphalt Cold Climate Clogging Infiltration Capacity Porosity Maintenance Teknik Student thesis info:eu-repo/semantics/bachelorThesis text 2011 ftluleatu 2022-10-25T20:49:48Z Increased sealing of soil due to urbanization produces higher runoff volumes, less infiltration and thus less recharge of groundwater. Terms e. g. “Low Impact Development”, “Sustainable Urban Drainage Systems” introduce management practices for a sustainable handling of stormwater. A tool of this technique is porous pavement which may support infiltration, reduce runoff and guarantee good roundwater qualities. Constructions with porous asphalt were built 1986/87 in Haparanda and 1993/94 in Luleå with given porosities of 15 to 20 %. First measured infiltration capacity were 6 mm/min in Haparanda. During the first 5 years of operation the infiltration capacity declined from 290 mm/min (1995) to 19 mm/min (2000) in Luleå. Since those years no more investigations were employed thus it is of interest how the long-term performance of the asphalt may be after years of performance. Investigations were made on porosity, infiltration capacity and the influence of vacuum-cleaning on both variables. Furthermore the differences in winter gritting, maintenance of both streets were introduced to the evaluation of the results. Porosity was tested in a laboratory by Pycnometer tests and modified double ring infiltrometer tests were conducted determining the infiltration capacity. Results showed porosity lying still in a range from 14 to 20 % while infiltration capacity declined rapidly. Vacuum-cleaning increased infiltration capacity in Luleå while the pores in Haparanda seemed completely clogged. Based on the results of this study regular maintenance and conformed winter gritting may support life-span and ability of infiltration. Validerat; 20110713 (anonymous) Bachelor Thesis Haparanda Luleå Luleå Luleå Luleå University of Technology Publications (DiVA) Haparanda ENVELOPE(24.137,24.137,65.835,65.835)
institution Open Polar
collection Luleå University of Technology Publications (DiVA)
op_collection_id ftluleatu
language English
topic Technology
Porous Asphalt
Cold Climate
Clogging
Infiltration Capacity
Porosity
Maintenance
Teknik
spellingShingle Technology
Porous Asphalt
Cold Climate
Clogging
Infiltration Capacity
Porosity
Maintenance
Teknik
Stenglein, Anna Lena
Dränasfalt : Långtidseffekter
topic_facet Technology
Porous Asphalt
Cold Climate
Clogging
Infiltration Capacity
Porosity
Maintenance
Teknik
description Increased sealing of soil due to urbanization produces higher runoff volumes, less infiltration and thus less recharge of groundwater. Terms e. g. “Low Impact Development”, “Sustainable Urban Drainage Systems” introduce management practices for a sustainable handling of stormwater. A tool of this technique is porous pavement which may support infiltration, reduce runoff and guarantee good roundwater qualities. Constructions with porous asphalt were built 1986/87 in Haparanda and 1993/94 in Luleå with given porosities of 15 to 20 %. First measured infiltration capacity were 6 mm/min in Haparanda. During the first 5 years of operation the infiltration capacity declined from 290 mm/min (1995) to 19 mm/min (2000) in Luleå. Since those years no more investigations were employed thus it is of interest how the long-term performance of the asphalt may be after years of performance. Investigations were made on porosity, infiltration capacity and the influence of vacuum-cleaning on both variables. Furthermore the differences in winter gritting, maintenance of both streets were introduced to the evaluation of the results. Porosity was tested in a laboratory by Pycnometer tests and modified double ring infiltrometer tests were conducted determining the infiltration capacity. Results showed porosity lying still in a range from 14 to 20 % while infiltration capacity declined rapidly. Vacuum-cleaning increased infiltration capacity in Luleå while the pores in Haparanda seemed completely clogged. Based on the results of this study regular maintenance and conformed winter gritting may support life-span and ability of infiltration. Validerat; 20110713 (anonymous)
format Bachelor Thesis
author Stenglein, Anna Lena
author_facet Stenglein, Anna Lena
author_sort Stenglein, Anna Lena
title Dränasfalt : Långtidseffekter
title_short Dränasfalt : Långtidseffekter
title_full Dränasfalt : Långtidseffekter
title_fullStr Dränasfalt : Långtidseffekter
title_full_unstemmed Dränasfalt : Långtidseffekter
title_sort dränasfalt : långtidseffekter
publishDate 2011
url http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-52334
long_lat ENVELOPE(24.137,24.137,65.835,65.835)
geographic Haparanda
geographic_facet Haparanda
genre Haparanda
Luleå
Luleå
Luleå
genre_facet Haparanda
Luleå
Luleå
Luleå
op_relation http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-52334
Local 976c5106-644f-4d17-b59f-6e5adf97761f
op_rights info:eu-repo/semantics/openAccess
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