Hydrology model of extensive green roof

Storm water runoff in urbanised watershed such as roof top is fast flowing and overloading urban drainage system over time, causing flash flood. One of the source controls for this fast run off is installation of extensive green roof to the existing concrete flat roo~~Green roof is a close mimic of...

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Main Author: Liew, Ke-Bo
Format: Thesis
Language:English
Published: Universiti Malaysia Sarawak (UNIMAS) 2006
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Online Access:http://ir.unimas.my/id/eprint/27916/2/Hydrology%20model%20of%20extensive%20green%20roof...%28fulltext%29.pdf
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spelling my.unimas.ir.279162023-03-09T02:33:53Z http://ir.unimas.my/id/eprint/27916/ Hydrology model of extensive green roof Liew, Ke-Bo GB Physical geography Storm water runoff in urbanised watershed such as roof top is fast flowing and overloading urban drainage system over time, causing flash flood. One of the source controls for this fast run off is installation of extensive green roof to the existing concrete flat roo~~Green roof is a close mimic of a natural watershed and has the effect of slowing storm water runoff in comparison with a conventional concrete flat roof. This dissertation relates the green roof runoff response to control system in order to understand the delay response of an extensive green roof in comparison with a conventional concrete flat roofyThe averaged time delay for the runoff to reach peak value (99.33 percents) between the conventional concrete roof and the green roof are 244.4 seconds and 252.05 seconds respectively for the 1 to 60 slope configuration and the 1 to 200 slope configuration. The pulse responses for respective controlled volume models were simulated. The simulated results using the estimated time constant were then compared with respective average data acquired from each experimental setup using sum of squared of error. The first order control system response more closely represents the concrete roof than the green roof where the normalised sum of squares of errors (SSE) for the concrete (~ roofs and the green roof are less then 1 and 2 respectively. Finall~~s dissertation suggests a theoretical relation the time constant to a hydrology parameter as an example for further possible application of the finding ofthis dissertation. Universiti Malaysia Sarawak (UNIMAS) 2006 Thesis NonPeerReviewed text en http://ir.unimas.my/id/eprint/27916/2/Hydrology%20model%20of%20extensive%20green%20roof...%28fulltext%29.pdf Liew, Ke-Bo (2006) Hydrology model of extensive green roof. Masters thesis, Universiti Malaysia Sarawak (UNIMAS).
institution Universiti Malaysia Sarawak
building Centre for Academic Information Services (CAIS)
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Sarawak
content_source UNIMAS Institutional Repository
url_provider http://ir.unimas.my/
language English
topic GB Physical geography
spellingShingle GB Physical geography
Liew, Ke-Bo
Hydrology model of extensive green roof
description Storm water runoff in urbanised watershed such as roof top is fast flowing and overloading urban drainage system over time, causing flash flood. One of the source controls for this fast run off is installation of extensive green roof to the existing concrete flat roo~~Green roof is a close mimic of a natural watershed and has the effect of slowing storm water runoff in comparison with a conventional concrete flat roof. This dissertation relates the green roof runoff response to control system in order to understand the delay response of an extensive green roof in comparison with a conventional concrete flat roofyThe averaged time delay for the runoff to reach peak value (99.33 percents) between the conventional concrete roof and the green roof are 244.4 seconds and 252.05 seconds respectively for the 1 to 60 slope configuration and the 1 to 200 slope configuration. The pulse responses for respective controlled volume models were simulated. The simulated results using the estimated time constant were then compared with respective average data acquired from each experimental setup using sum of squared of error. The first order control system response more closely represents the concrete roof than the green roof where the normalised sum of squares of errors (SSE) for the concrete (~ roofs and the green roof are less then 1 and 2 respectively. Finall~~s dissertation suggests a theoretical relation the time constant to a hydrology parameter as an example for further possible application of the finding ofthis dissertation.
format Thesis
author Liew, Ke-Bo
author_facet Liew, Ke-Bo
author_sort Liew, Ke-Bo
title Hydrology model of extensive green roof
title_short Hydrology model of extensive green roof
title_full Hydrology model of extensive green roof
title_fullStr Hydrology model of extensive green roof
title_full_unstemmed Hydrology model of extensive green roof
title_sort hydrology model of extensive green roof
publisher Universiti Malaysia Sarawak (UNIMAS)
publishDate 2006
url http://ir.unimas.my/id/eprint/27916/2/Hydrology%20model%20of%20extensive%20green%20roof...%28fulltext%29.pdf
http://ir.unimas.my/id/eprint/27916/
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score 13.154949