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All Journal Sinergi Jurnal Pendidikan (Teori dan Praktik) JPPI | Jurnal Penelitian Pendidikan Islam Journal of Midwifery and Nursing ComTech: Computer, Mathematics and Engineering Applications BERNAS: Jurnal Pengabdian Kepada Masyarakat Masker Medika Jurnal Pengabdian Masyarakat : Pemberdayaan, Inovasi dan Perubahan Indonesian Journal of EFL and Linguistics Al Tahdzib: Jurnal Pendidikan Islam Anak Usia Dini JOURNAL OF Mother and Child Health Concerns JOURNAL OF MIDWIFERY AND COMMUNITY HEALTH
Juliastuti Juliastuti
Fakultas Syariah dan Ekonomi Islam IAIN Palu
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Journal : ComTech: Computer, Mathematics and Engineering Applications

 1 
Studi Kapasitas Infiltrasi Metode Horton untuk Pemakaian Biopori di Kampus Universitas Bina Nusantara Berdasarkan Debit Limpasan Permukaan Juliastuti, Juliastuti; Suhendra, Andryan
ComTech: Computer, Mathematics and Engineering Applications Vol 2, No 2 (2011): ComTech
Publisher : Bina Nusantara University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21512/comtech.v2i2.2961

Abstract

Changes in land use due to the rapid growth of building construction leads to an increase in direct runoff, as well as declining water that seeped into the ground. Consequently, water distribution happens to be unequal of between the rainy and dry seasons. This phenomenon also occurs in the area of Kijang Campus - Bina Nusantara University which always comes up with puddles even though the rain falls with only a short duration. In this research the rainfall on the Kijang Campus - Bina Nusantara University is assessed based on the rainfall data record to obtain the rainfall intensity of various periods. Field survey is conducted to determine the existing infiltration capacity (with / without bio pore holes) and on-site. It is concluded based on the research results using Horton method that the soil on the Kijang Campus - Bina Nusantara University is earth embankment that has the infiltration capacity ranging between 0.0867 - 0.2165 m3/hr. This illustrates that the soil infiltration capacity is relatively small and thus requires the installation of bio pore holes with distance by 0.5 meters. 
SHORELINE CHANGE WITH GROIN COASTAL PROTECTION STRUCTURE AT NORTH JAVA BEACH Setyandito, Oki; Purnama, Aldo Christanto; Yuwono, Nur; Juliastuti, Juliastuti; Wijayanti, Yureana
ComTech: Computer, Mathematics and Engineering Applications Vol 11, No 1 (2020): ComTech (Inpress)
Publisher : Bina Nusantara University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21512/comtech.v11i1.6022

Abstract

The research aimed to study the effect of groin application to erosion at the shoreline. The method utilized the bathymetry and topography data of north beach of Balongan, West Java. Modeling of the shoreline change due to groin installment used software called GENESIS. Based on analysis result, it is found that the significant wave direction comes from the southeast with significant wave height of 1,18 meters and surf zone width of 140 meters. It is concluded that at research area of north beach of west Java, I-groin with length of 70 meters and T head groin of 60 meters in long T-groin effectively overcome erosion and advance the coastline by 10786,62 m2 orin av erage 6,3 meters.
Co-Authors Abnisa, Almaydza Pratama Anda, Martin Azijah, Silvi Nur A’ini, Syifa Kurotul Budiana, Irma Dewi Yunita Gustiana Gustiana, Gustiana Haetami, Ahmad Idiana, Adri Imam Haryoko Jamil, Muhammad Machfuddin Keintjem, Militia Lia Lajuna Muhajir, Fatimah Nur Yuwono Nurrita, Teni Oki Setyandito, Oki Oktari, Rici Purnama, Aldo Christanto Putra, Ricky Ananda Rahayu, Famala Eka Sanhadi Ramli, Nurlaili Rizka, Khairi Safitri, Naswinda Santy, Putri Saputra, Elyadin Sari, Yuni Seriana, Irma Setyani, Fitriani Wira Sitti Aisyah Suangga, Made Suhendra, Andryan Suwondo, Riza Wijayanti, Yureana Yulia Fitri Yushida, Yushida Zamruddin, Mardliya Pratiwi