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PELATIHAN PENGOLAHAN DATA HASIL PENGUKURAN WATERPASS, THEODOLIT, TOTAL STATION BAGI GURU TEKNIK KONSTRUKSI DAN PROPERTI SMK WILAYAH KABUPATEN JOMBANG & SEKITARNYA Elizabeth Titiek Winanti; Indiah Kustini; R Endro Wibisono; Djoni Irianto; Danayanti Azmi Dewi Nusantara; Nurhayati Aritonang
Jurnal Abadimas Adi Buana Vol 5 No 02 (2022): Jurnal Abadimas Adi Buana
Publisher : LPPM Universitas PGRI Adi Buana Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36456/abadimas.v5.i02.a4598

Pelatihan di latar belakangi untuk menyamakan kompetensi kelulusan siswa pada mata pelajaran tersebut, terkait adanya perkembangan operasional alat dan pengembangan alat dari manual ke idital. Sebagai masalah 1) Guru sebagai pendidik selalu berusaha menyiapkan lulusan SMK sebagai tenaga kerja dikonstruksi, 2) selalu menyesuaikan diri dari perkembangan teknologi pada pekerjaan lapangan, 3) pentingnya fungsi alat UT di lapangan sebagai alat sarana penetapan titik duga, cek kelurusan, ketegakan yang dikehendaki pada bangunan gedung. Tujuan PKM:1) menyamakan pemahaman kompetensi mata pelajaran tersebut bagi kelulusan SMK, 2) memberi pemahaman informasi perkembangan teknologi alat pengukuran, 3) pemahaman operasional dan pengolahan data alat pengukuran di lapangan yang hasil pengukurannya sangan berfungsi untuk pembangunan. Rumusan masalah pelatihan 1) bagaimanakah peningkatan pemahaman mengolah data hasil pengukuran waterpass, theodolit, total station 2) bagaimanakah kepuasan materi dan pemateri pada pelatihan. Metode pelatihan ceramah, mengerjakan tugas, pemberian pre tes dan post tes serta pengisian angket kepuasan. Hasil Pelatihan:1) pemahaman materi, peserta sudah mempunyai kemapuan cukup karena menjawab pertanyaan dengan benar 58 %, 2) Peningkatan pemahaman setelah pelatihan ada kenaikan sedikit sekitar 18 % 3) Pemahaman materi operasional alat total stasion sebesar 40 %, 4)Peserta 95 % menyatakan sangat puas pada materi yang diberikan. 5)Kepuasan pada pemateri pelatihan 88 %.

Drainage Analysis of the West Outer Ring Road Surabaya Danayanti Azmi Dewi Nusantara; Feriza Nadiar; Nastasia Festy Margini
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 8, No 1 (2023): MARCH
Publisher : Litbang Pemas - Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v8i1.1050

The development of West Outer Ring Road, abbreviated as JLLB, to improve the quality of infrastructure in the City of Surabaya. A breakthrough is needed by opening a new existing road section to break down traffic jams that lead to the main corridor section of the central city. The JLLB area, originally a green open area, was converted into a road area. This condition will cause changes in the sum of rainwater runoff that occur. The JLLB also intersects with the railroad tracks. A drainage system plan to ensure no puddles on the road, even through the railroad tracks. The method of this study follows hydrological and hydraulics analysis of the drainage systems. The results of drainage analysis on West Outer Ring Road, abbreviated as JLLB, there are several typical canal dimensions needed. All velocities can be controlled in the range of permissible velocity. The minimum velocity is 0,4 m/sec, and the maximum is 0,873 m/sec. The maximum planned discharge is 1,381 m3/sec. The capacity of boezem is planned to suit 5,104 hr of rain duration. Based on all that results, the drainage analysis of JLLB would be great if implemented according to plan.

Drainage Analysis of the West Outer Ring Road Surabaya Danayanti Azmi Dewi Nusantara; Feriza Nadiar; Nastasia Festy Margini
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 8 No 1 (2023): MARCH
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v8i1.1050

The development of West Outer Ring Road, abbreviated as JLLB, to improve the quality of infrastructure in the City of Surabaya. A breakthrough is needed by opening a new existing road section to break down traffic jams that lead to the main corridor section of the central city. The JLLB area, originally a green open area, was converted into a road area. This condition will cause changes in the sum of rainwater runoff that occur. The JLLB also intersects with the railroad tracks. A drainage system plan to ensure no puddles on the road, even through the railroad tracks. The method of this study follows hydrological and hydraulics analysis of the drainage systems. The results of drainage analysis on West Outer Ring Road, abbreviated as JLLB, there are several typical canal dimensions needed. All velocities can be controlled in the range of permissible velocity. The minimum velocity is 0,4 m/sec, and the maximum is 0,873 m/sec. The maximum planned discharge is 1,381 m3/sec. The capacity of boezem is planned to suit 5,104 hr of rain duration. Based on all that results, the drainage analysis of JLLB would be great if implemented according to plan.

Planning Of Raw Water Distribution Network Sumberrejo Village Candipuro District Lumajang Regency: Perencanaan Jaringan Distribusi Air Baku Desa Sumberrejo Kecamatan Candipuro Kabupaten Lumajang Ahlan Tri Yogatama; Danayanti Azmi Dewi Nusantara
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 9 No 1 (2024): MARCH
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v9i1.1183

Indonesians have an average domestic water consumption of 34.2 liters/person/day while the minimum amount to meet basic human needs is 50 liters/person/day. The lack of water consumption requires a water distribution system so that minimum water consumption can be met. Sumberrejo Village is one example that does not have a water distribution network, so to meet daily water needs using ground wells. The use of earthen wells certainly has risks, namely contamination from fecal waste. Research on water distribution network planning needs to be done due to these problems. This plan aims to determine the availability of water to flow through Sumberrejo Village, water needs in the projection year, pipe dimensions, and reservoir dimensions used. This study used a quantitative descriptive method. Hydraulic analysis of piping networks using the Hazen–William method with the Epanet 2.2 auxiliary program. The results of the study found that the availability of water in Sumberrejo Village was inadequate, so it used the Gedang Sutro water source located in Sumberwuluh Village. Water demand in the projection year is 20,966 l / s at peak hour conditions. The diameter of the pipe used in this planning is 8 inches; 6 inches; 5 inches; 4 inches; 3 inches; 2.5 inches; 2 inches; 1.5 inches; 1.25 inches; 1 inch; and 0.75 inches. The reservoir used in this planning is tubular with a diameter of 11.5 m and a height of 4.5 m.

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