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Perancangan Pengembangan Kawasan Wisata Pemancingan Untuk Peningkatan Ekonomi Masyarakat Desa Jada Bahrin Desy Yofianti; Yayuk Apriyanti; Ferra Fahriani; Endang Setyawati Hisyam; Revy Safitri
Dinamisia : Jurnal Pengabdian Kepada Masyarakat Vol. 6 No. 4 (2022): Dinamisia: Jurnal Pengabdian Kepada Masyarakat
Publisher : Universitas Lancang Kuning

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31849/dinamisia.v6i4.10001

Abstract

Jada Bahrin Village has a strategic location for the location of the development of fishing tourism areas because it is located on the outskirts of the Batu Rusa River channel. The development of fishing area tourism aims to increase the economic income of the village community and village government. Another goal of developing this area is so that Jada Barin Village can develop more because of the large number of tourists visiting. This service activity uses data collection methods and regional design or design. The document from the design of this fishing tourism area was welcomed by the village government for the basis of its development. The development of this fishing tourism area can later make Jada Bahrin Village more well developed.
IMPLEMENTASI PEMBUATAN PENAMPUNG AIR HUJAN (PAH) UNTUK BANGUNAN RUMAH TINGGAL Endang S Hisyam; Desy Yofianti; Ferra Fahriani; Yayuk Apriyanti; Revy Safitri
Dharma Pengabdian Perguruan Tinggi (DEPATI) Vol 2 No 1 (2022): May 2022
Publisher : Fakultas Teknik, Universitas Bangka Belitung

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1367.089 KB) | DOI: 10.33019/depati.v2i1.2996

Abstract

Community service activities in Jada Bahrin Village, are service activities carried out routinely by the Civil Engineering Department, Bangka Belitung University. In 2021, activities in this village are planned again. Initial information about the condition of the village and what the current needs of the village are is the basis for planning community service activities. Rainwater Reservoir (PAH) is a solution to overcome the limited availability of water in the dry season for residential buildings in Jada Bahrin Village. With the existence of PAH, the community is expected to be able to take advantage of the rainwater that is stored during the rainy season and use it during the dry season to meet water needs during the dry season
Pengaruh Penambahan Limbah Flue Gas Desulfurization Gypsum Terhadap Karakteristik Tanah Lempung Apriyanti, Yayuk; Lestari, Nova Dinda; Fahriani, Ferra; Hisyam, Endang S; Anugra Sandy, Boy Dian
Jurnal Ilmiah Rekayasa Sipil Vol 21 No 1 (2024): April 2024
Publisher : Pusat Penelitian dan Pengembangan Masyarakat (P3M), Politeknik Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30630/jirs.v21i1.1332

Abstract

Clay soil is a type of soil that has problems because it has high plasticity, a low carrying capacity, and is prone to settlement. This soil condition can be found in the Hanging Tramble, Pangkalpinang City. This study aims to determine the effect of FGD waste gypsum on clay soils, the maximum value of soil shear strength, and the minimum value of soil consolidation settlement. The stabilizing agent used in this study was Flue Gas Desulfurization ( FGD) waste gypsum with a mixture of 10%, 15%, and 20% FGD waste gypsum from the dry weight of the soil., for a total of 39 samples of the test object. Testing in this research uses Indonesian National Standards (SNI).The test results obtained the maximum value of the shear strength of the soil in the FGD waste variations of gypsum at 15%, which is 115.243 kN/m2, and in the 20% FGD gypsum waste mixture, the value of the shear strength of the soil decreased by 79.634 kN/m2. The minimum value for consolidation settlement was obtained from FGD waste variations (gypsum 20%), which is 0.683 cm. The minimum value obtained for consolidation settlement is influenced by the calcium content in the FGD waste gypsum, which can bind soil minerals so as to increase soil strength. It can be concluded that the maximum soil shear strength value occurs in the 15% FGD waste mixed sample variation gypsum, while the minimum soil consolidation settlement value is in the 20% mixed FGD waste mixture gypsum.