Perencanaan Desain Embung Untuk Kebutuhan Air Baku dan Pengendalian Banjir (Studi Kasus: Universitas Sultan Ageng Tirtayasa, Kampus Sindangsari)

Abstract

90% Gedung 85% Debit debit 3,67 m 3 analisis penelitian embung dibutuhkan adalah sebesar m 3 Embung embung panjang embung total embung lebar ABSTRACT Sultan Ageng Tirtayasa University is currently implementing the Smart & Green Campus concept, namely by utilizing existing resources in the campus environment effectively and efficiently. Based on the guidelines UI GreenMetric, water use on campus is an important indicator that aims to improve water conservation and water recycling programs. The existence of this Nakayasu. on the Calculations by mainstay discharge of 90%, water availability at 12106,05 m 3 /year of water . The demand for water is greater than the availability of water, therefore the optimal and effective building for water needs is 90% for the FISIP building and 85% for the FAPERTA building. Flood discharge HSS Nakayasu obtained 11,09 minute peak time and peak discharge of 3,67 m 3 /s. The results of this research analysis showed that the required reservoir volume for the reservoir is 12106,05 m 3 . The reservoir is planned with a slope of 1V:3H, the bottom width of the reservoir is 30 m, the bottom length of the reservoir is 132 m, the guard height is 1 m, the height of the dead reservoir is 1 m, the total height of the reservoir is 4 m, the width of the spillway is 8 m, the spillway height is 3 m, and number of spillways 2 pieces.