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Study of retention and infiltration wells as a result of resettlement of the Batang Kuranji upper watershed
Padang City is one of the metropolitan cities in West Sumatra Province and has six (6) watersheds, one of which is the Batang Kuranji watershed. Over the last few years Batang Kuranji watershed has experienced significant infrastructure and urban development which began with the massive earthquake o...
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Published in: | IOP conference series. Materials Science and Engineering 2021-01, Vol.1041 (1), p.12002 |
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description | Padang City is one of the metropolitan cities in West Sumatra Province and has six (6) watersheds, one of which is the Batang Kuranji watershed. Over the last few years Batang Kuranji watershed has experienced significant infrastructure and urban development which began with the massive earthquake of 30 September, 2009 with coastal communities, afraid of being affected by larger aftershocks having the potential of a tsunami, moving to the upper watershed. As a result, the type of land cover that was originally an infiltration area has been changing into a runoff area. The Batang Kuranji channel with a discharge (Q25) 870 m
3
/s may not be able to accommodate the change in discharge which can lead to flooding. This paper aims to determine changes in discharge that occur due to changes in land cover and to analyse whether the use infiltration wells and retention pond can reduce the flooding volume. Two methods to calculate runoff discharge were adopted, HEC-HMS 4.1 Modelling and Nakayasu. It was found that the peak discharged increases to (Q25) 1,037.60 m
3
/s. Thus, creating retention pond with a dimension of 35 hectare with a depth of 5 m and 34,246 infiltration wells can reduce the flood risk. The percentage of runoff discharge they can accommodate is 90.98% and 9.02% respectively. |
doi_str_mv | 10.1088/1757-899X/1041/1/012002 |
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3
/s may not be able to accommodate the change in discharge which can lead to flooding. This paper aims to determine changes in discharge that occur due to changes in land cover and to analyse whether the use infiltration wells and retention pond can reduce the flooding volume. Two methods to calculate runoff discharge were adopted, HEC-HMS 4.1 Modelling and Nakayasu. It was found that the peak discharged increases to (Q25) 1,037.60 m
3
/s. Thus, creating retention pond with a dimension of 35 hectare with a depth of 5 m and 34,246 infiltration wells can reduce the flood risk. The percentage of runoff discharge they can accommodate is 90.98% and 9.02% respectively.</description><identifier>ISSN: 1757-8981</identifier><identifier>EISSN: 1757-899X</identifier><identifier>DOI: 10.1088/1757-899X/1041/1/012002</identifier><language>eng</language><publisher>Bristol: IOP Publishing</publisher><subject>Discharge ; Flooding ; Infiltration ; Land cover ; Ponds ; Resettlement ; Retention ; Retention basins ; Runoff ; Urban development ; Watersheds ; Wells</subject><ispartof>IOP conference series. Materials Science and Engineering, 2021-01, Vol.1041 (1), p.12002</ispartof><rights>2021. This work is published under http://creativecommons.org/licenses/by/3.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c2182-c36b8e4f081b99a5508f743eb55049f997417cff216afdcbe7a612c63daabaa13</citedby><cites>FETCH-LOGICAL-c2182-c36b8e4f081b99a5508f743eb55049f997417cff216afdcbe7a612c63daabaa13</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.proquest.com/docview/2512978078?pq-origsite=primo$$EHTML$$P50$$Gproquest$$Hfree_for_read</linktohtml><link.rule.ids>314,780,784,25753,27924,27925,37012,44590</link.rule.ids></links><search><creatorcontrib>Ophiyandri, T</creatorcontrib><creatorcontrib>Istijono, B</creatorcontrib><creatorcontrib>Gromiko, A</creatorcontrib><creatorcontrib>Hidayat, B</creatorcontrib><creatorcontrib>Junaidi</creatorcontrib><creatorcontrib>Nulrajabmil</creatorcontrib><title>Study of retention and infiltration wells as a result of resettlement of the Batang Kuranji upper watershed</title><title>IOP conference series. Materials Science and Engineering</title><description>Padang City is one of the metropolitan cities in West Sumatra Province and has six (6) watersheds, one of which is the Batang Kuranji watershed. Over the last few years Batang Kuranji watershed has experienced significant infrastructure and urban development which began with the massive earthquake of 30 September, 2009 with coastal communities, afraid of being affected by larger aftershocks having the potential of a tsunami, moving to the upper watershed. As a result, the type of land cover that was originally an infiltration area has been changing into a runoff area. The Batang Kuranji channel with a discharge (Q25) 870 m
3
/s may not be able to accommodate the change in discharge which can lead to flooding. This paper aims to determine changes in discharge that occur due to changes in land cover and to analyse whether the use infiltration wells and retention pond can reduce the flooding volume. Two methods to calculate runoff discharge were adopted, HEC-HMS 4.1 Modelling and Nakayasu. It was found that the peak discharged increases to (Q25) 1,037.60 m
3
/s. Thus, creating retention pond with a dimension of 35 hectare with a depth of 5 m and 34,246 infiltration wells can reduce the flood risk. 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Materials Science and Engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Ophiyandri, T</au><au>Istijono, B</au><au>Gromiko, A</au><au>Hidayat, B</au><au>Junaidi</au><au>Nulrajabmil</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Study of retention and infiltration wells as a result of resettlement of the Batang Kuranji upper watershed</atitle><jtitle>IOP conference series. Materials Science and Engineering</jtitle><date>2021-01-01</date><risdate>2021</risdate><volume>1041</volume><issue>1</issue><spage>12002</spage><pages>12002-</pages><issn>1757-8981</issn><eissn>1757-899X</eissn><abstract>Padang City is one of the metropolitan cities in West Sumatra Province and has six (6) watersheds, one of which is the Batang Kuranji watershed. Over the last few years Batang Kuranji watershed has experienced significant infrastructure and urban development which began with the massive earthquake of 30 September, 2009 with coastal communities, afraid of being affected by larger aftershocks having the potential of a tsunami, moving to the upper watershed. As a result, the type of land cover that was originally an infiltration area has been changing into a runoff area. The Batang Kuranji channel with a discharge (Q25) 870 m
3
/s may not be able to accommodate the change in discharge which can lead to flooding. This paper aims to determine changes in discharge that occur due to changes in land cover and to analyse whether the use infiltration wells and retention pond can reduce the flooding volume. Two methods to calculate runoff discharge were adopted, HEC-HMS 4.1 Modelling and Nakayasu. It was found that the peak discharged increases to (Q25) 1,037.60 m
3
/s. Thus, creating retention pond with a dimension of 35 hectare with a depth of 5 m and 34,246 infiltration wells can reduce the flood risk. The percentage of runoff discharge they can accommodate is 90.98% and 9.02% respectively.</abstract><cop>Bristol</cop><pub>IOP Publishing</pub><doi>10.1088/1757-899X/1041/1/012002</doi><oa>free_for_read</oa></addata></record> |
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subjects | Discharge Flooding Infiltration Land cover Ponds Resettlement Retention Retention basins Runoff Urban development Watersheds Wells |
title | Study of retention and infiltration wells as a result of resettlement of the Batang Kuranji upper watershed |
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