Analysis of Drainage Capacity and Rehabilitation Subjected to Rainfall and Reverse Flow of Marengan River as a Main Drain in Sumenep City, Indonesia

Land use changing in Sumenep city in recent years has caused runoff in several locations. Therefore, rehabilitations of existing channel to suit the surface runoff are needed. This paper presents capacity determination of existing drainage channels subjected to rainfall with 5-year flood discharge p...

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Main Authors: Evi Nur Cahya, Ussy Andawayanti, Eva Resmani
Format: Article
Language:English
Published: Universitas Brawijaya 2018-10-01
Series:Civil and Environmental Science Journal
Subjects:
Online Access:https://civense.ub.ac.id/index.php/civense/article/view/20
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spelling doaj-e254f132f22d4ab196d097f9402790332021-02-27T04:21:55ZengUniversitas BrawijayaCivil and Environmental Science Journal2620-62182018-10-0112808710.21776/ub.civense.2018.00102.511Analysis of Drainage Capacity and Rehabilitation Subjected to Rainfall and Reverse Flow of Marengan River as a Main Drain in Sumenep City, IndonesiaEvi Nur Cahya0Ussy Andawayanti1Eva Resmani2Teknik Pengairan Fakultas Teknik Universitas BrawijayaTeknik Pengairan Fakultas Teknik Universitas BrawijayaOffice of Public Work, Water Resources Departement, Sumenep Residence, IndonesiaLand use changing in Sumenep city in recent years has caused runoff in several locations. Therefore, rehabilitations of existing channel to suit the surface runoff are needed. This paper presents capacity determination of existing drainage channels subjected to rainfall with 5-year flood discharge plan and consideration of sea tides effect to Marengan River which crossed Sumenep city. The proposed flood control methods in Sumenep city area was also discussed. The catchment of specified rural area was modelled using SWMM instrument to compare channel conditions before and after rehabilitation. Channel size and height of water level in channel due to rainfall together with the effect of backwater occurred in Marengan River caused by the sea tides was observed during the time. From the analysis, it was found that most of existing secondary drainage channels are uncapable to accommodate rainfall with 5-year flood discharge plan. From the available eight secondary drainage channels outlets, the last three outlets were subjected to reverse flows effect in Marengan River due to sea tides. In order to reduce the occurance of surface runoff inundation, secondary drainage channel rehabilitation was planned at each outlet, and these proven capable to accommodate rainwater runoff and reverse flow as wellhttps://civense.ub.ac.id/index.php/civense/article/view/20runoffdrainage channels capacityswmmreverse flow
collection DOAJ
language English
format Article
sources DOAJ
author Evi Nur Cahya
Ussy Andawayanti
Eva Resmani
spellingShingle Evi Nur Cahya
Ussy Andawayanti
Eva Resmani
Analysis of Drainage Capacity and Rehabilitation Subjected to Rainfall and Reverse Flow of Marengan River as a Main Drain in Sumenep City, Indonesia
Civil and Environmental Science Journal
runoff
drainage channels capacity
swmm
reverse flow
author_facet Evi Nur Cahya
Ussy Andawayanti
Eva Resmani
author_sort Evi Nur Cahya
title Analysis of Drainage Capacity and Rehabilitation Subjected to Rainfall and Reverse Flow of Marengan River as a Main Drain in Sumenep City, Indonesia
title_short Analysis of Drainage Capacity and Rehabilitation Subjected to Rainfall and Reverse Flow of Marengan River as a Main Drain in Sumenep City, Indonesia
title_full Analysis of Drainage Capacity and Rehabilitation Subjected to Rainfall and Reverse Flow of Marengan River as a Main Drain in Sumenep City, Indonesia
title_fullStr Analysis of Drainage Capacity and Rehabilitation Subjected to Rainfall and Reverse Flow of Marengan River as a Main Drain in Sumenep City, Indonesia
title_full_unstemmed Analysis of Drainage Capacity and Rehabilitation Subjected to Rainfall and Reverse Flow of Marengan River as a Main Drain in Sumenep City, Indonesia
title_sort analysis of drainage capacity and rehabilitation subjected to rainfall and reverse flow of marengan river as a main drain in sumenep city, indonesia
publisher Universitas Brawijaya
series Civil and Environmental Science Journal
issn 2620-6218
publishDate 2018-10-01
description Land use changing in Sumenep city in recent years has caused runoff in several locations. Therefore, rehabilitations of existing channel to suit the surface runoff are needed. This paper presents capacity determination of existing drainage channels subjected to rainfall with 5-year flood discharge plan and consideration of sea tides effect to Marengan River which crossed Sumenep city. The proposed flood control methods in Sumenep city area was also discussed. The catchment of specified rural area was modelled using SWMM instrument to compare channel conditions before and after rehabilitation. Channel size and height of water level in channel due to rainfall together with the effect of backwater occurred in Marengan River caused by the sea tides was observed during the time. From the analysis, it was found that most of existing secondary drainage channels are uncapable to accommodate rainfall with 5-year flood discharge plan. From the available eight secondary drainage channels outlets, the last three outlets were subjected to reverse flows effect in Marengan River due to sea tides. In order to reduce the occurance of surface runoff inundation, secondary drainage channel rehabilitation was planned at each outlet, and these proven capable to accommodate rainwater runoff and reverse flow as well
topic runoff
drainage channels capacity
swmm
reverse flow
url https://civense.ub.ac.id/index.php/civense/article/view/20
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AT ussyandawayanti analysisofdrainagecapacityandrehabilitationsubjectedtorainfallandreverseflowofmarenganriverasamaindraininsumenepcityindonesia
AT evaresmani analysisofdrainagecapacityandrehabilitationsubjectedtorainfallandreverseflowofmarenganriverasamaindraininsumenepcityindonesia
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