Integrating Infiltration Facility to Urban Road Drainage

Mah, Darrien Yau Seng; Tze, Chiat Ng; Putuhena, Frederik Josep

doi:10.14419/ijet.v7i3.18.16668

Cited by 2 publications

(2 citation statements)

References 6 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…Drainage is a water management method that removes excess water from an area to enable optimal functioning. Efforts to control water quality in the soil associated with salinity are also defined as drainage [10]. Floods are an event that generally occurs due to heavy rains of long duration, which increases the volume of water and accelerates the accumulation of surface runoff at ground level [11] A Detention pond is one approach of sustainable drainage systems, which has been used widely to prevent inundation or flooding [12] [13, 14, 15].…”

Section: Introductionmentioning

confidence: 99%

The assessment of drainage performance in the residential area using SWMM

Juliastuti,

Wihartono,

Setyandito

et al. 2023

Sinergi

View full text Add to dashboard Cite

Flood is a general issue that can lead to the life and safety of residents. One of the problems is the lack of capacity in the drainage system in a residential area. This paper will analyze the drainage system based on the capacity in one of the residential clusters. The method for the drainage system performance in hydrology analysis was carried out with Log Person, and the return period for rainfall duration is ten years (R10) for hydraulic analysis using drainage system modeling with EPA – SWMM 5.1. The result based on hydrological is the precipitation for flood forecasting is 159.79 mm. It is found that the drainage capacity is filled in downstream of the main drain with a maximum discharge of 2.726 m3/s and secondary drains with a maximum discharge of 0.624 m3/s. Improvements were made to resolve the insufficiency of the existing channels by running two different scenarios: (1) Re-design the dimensions of the main and secondary channels, (2) Implement a detention pond, as well as re-design the dimensions of the secondary channels. Both scenarios could overcome the flood problem. Scenario 2 shows a higher reduction in the flow discharge at the downstream channel compared to scenario 1.

show abstract

Section: Introductionmentioning

confidence: 99%

The assessment of drainage performance in the residential area using SWMM

Juliastuti,

Wihartono,

Setyandito

et al. 2023

Sinergi

View full text Add to dashboard Cite

show abstract

“…SWMM was developed by the United States Environmental Protection Agency (UESPA) in 1971 [6]. SWMM uses modeling with input parameters that have been recorded in field conditions [7][8][9][10][11]. Modeling using the SWMM can be built using five main environmental components: rainfall, temperature, and evaporation data; surface runoff components; subsurface groundwater components; pipe conveyance systems, channels, flow regulators, contaminant storage, and accumulation units [12][13][14][15].…”

Section: Introductionmentioning

confidence: 99%

Study of inundation and eco drainage system approach in Cicayur Kampong area

Aurice,

Yureana,

Ayu

2023

E3S Web Conf.

View full text Add to dashboard Cite

Cicayur Kampong, Pagedangan District, Tangerang Regency is a residential area adjacent to the urban area. This area has experienced inundation since 2018. This study aims to evaluate existing drainage systems, assess the performance of channels in serving surface runoff to their catchment areas and provide alternative solutions by eco drainage approach using rainwater harvesting and recharge well. This study was carried out by processing daily rainfall data over a time span of 2011 to 2021. Hydrology analysis was performed manually, and the hydraulic simulation was conducted using the Storm Water Management Model (SWMM) 5.1. The rainfall intensity applied for modeling is 37.29 mm/hour, 46.96 mm/hour, and 53.41 mm/hour for 2, 5, and 10 years return periods, respectively. The results of the simulation of the existing drainage system show that there are 2 (two) channels that experience overflow during the 2 and 5-year return periods and increase to 5 (five) channels during the 10-year periods. Alternative solution with rainwater harvesting and recharge well shows a large reduction in surface runoff flowing into drainage channels by 45%.

show abstract

Integrating Infiltration Facility to Urban Road Drainage

Cited by 2 publications

References 6 publications

The assessment of drainage performance in the residential area using SWMM

The assessment of drainage performance in the residential area using SWMM

Study of inundation and eco drainage system approach in Cicayur Kampong area

Contact Info

Product

Resources

About