Analysis of flood control in Lambidaro sub-watershed using EPA SWMM: Environmental protection agency storm water management model

Ade Tricia Miranda; Taufik Ari Gunawan; Imroatul Chalimah Juliana

doi:10.21744/ijle.v6n1.2068

Authors

Ade Tricia Miranda
adede.mira@gmail.com
Universitas Sriwijaya, Palembang, Indonesia
Taufik Ari Gunawan Universitas Sriwijaya, Palembang, Indonesia
Imroatul Chalimah Juliana Universitas Sriwijaya, Palembang, Indonesia

Keywords:

capacity, discharge, drainage, effective alternative, flood

Abstract

In the Lambidaro sub-watershed, precisely on Jalan Colonel Sulaiman Amin, the problem of flooding continues, especially when it rains. The occurrence of flooding around the canal along the Colonel Sulaiman Amin road drainage is caused by several factors, one of which is the capacity of the reservoir which is not able to control the flood discharge optimally so that water cannot overflow into the canal. and eventually caused flooding in the surrounding area. This study aims to determine whether the drainage capacity is still able to drain surface runoff water or not and determine alternative flood control solutions for Colonel Sulaiman Amin Street. The method used is the EPA Model SWMM (Environmental Protection Agency Storm Water Management Model). From this study, the simulation results obtained from EPA SWMM showed alternative solutions offered such as the use of flood pumps, retention ponds, and optimization of drainage, the most effective solution of the six flood mitigation experiments was channel optimization in the form of changing the shape and size of the channel 7 to a square channel with a width of 1 .5 meters. This alternative is 5.26% more effective with an effective percentage of 85.538% and can drain 36.36% more water flow than drainage with a widening of 1.1 meters.

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