Analisis Sumur Resapan Sebagai Penunjang Program Green Building Di Fakultas Teknik Universitas Islam Riau

Sugeng, Gryanda Wahyu (2022) Analisis Sumur Resapan Sebagai Penunjang Program Green Building Di Fakultas Teknik Universitas Islam Riau. Other thesis, Universitas Islam Riau.

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Abstract

The population explosion will have an impact on the demand for the development sector which results in reduced green open space (RTH). Changes in land use will cause changes in rainwater runoff patterns which result in increased inundation and flood discharge in the rainy season and the threat of drought in the dry season. Sustainable development is a solution to overcome an unfavorable environment, where the principle of sustainable development can be applied, one of the programs is green building. Green building is an urgency, especially in implementing rainwater runoff management in the form of infiltration well technology. The Faculty of Engineering, Islamic University of Riau has problems with puddles that often occur when it rains. With these problems, of course, it will reduce the point of the green campus x green building program which will be implemented by the Islamic University of Riau, so infiltration wells are needed to be able to maintain the presence of groundwater so that it remains available in quality and quantity in accordance with the hydrological cycle. Riau Islamic University with a 2022 green campus, is committed to building a pollution-free culture, reforestation and resource conservation to create a healthy life and realizing a faith-based 2022 green campus program towards a World Class Islamic University. This study aims to analyze the planned discharge of infiltration wells runoff and analyze the number of infiltration wells required in Building A, Faculty of Engineering, Islamic University of Riau. The method in this study uses the calculation method of SNI 03-2453-2002 and SNI 8456:2017 and the research was conducted in May-June 2022 using secondary and primary data. The results obtained in the study are infiltration wells that are planned, namely type IV with a planned depth of 2 m diameter 1.5 m totaling 46 units of infiltration wells. From the results of the analysis of the share of flood discharge reducing the volume of rainwater runoff from the built area to the drainage network system, a value of 50.401% is obtained where the total flood share discharge is 84.7994 m3/hour and the roof flood share discharge value is 42.7404 m3/hour.

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