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Zayu, Wiwin Putri
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Sosialisasi Penerapan Peraturan K3 (Keselamatan dan Kesehatan Kerja) Pada Siswa SMA di Kabupaten Solok Selatan Sumatera Barat Boy, Wendi; Herman, Hazmal; Irawan, Bayu Budi; Mazni, Deni Irda; Vitri, Gusni; Zayu, Wiwin Putri; Wahyudi, Dicky; Iqbal, Iqbal; Hanif, Hanif
Jurnal Pengabdian Masyarakat Dharma Andalas Vol 2 No 2 (2024): Jurnal Pengabdian Masyarakat Dharma Andalas
Publisher : LPPM Universitas Dharma Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/jpmda.v2i2.1303

Abstract

Occupational Safety and Health (K3) is a form of effort to create a workplace that is safe, healthy, free from environmental pollution, so that it can protect and be free from work accidents, ultimately increasing work efficiency and productivity. Schools are responsible for keeping the environment clean, beautiful and orderly so that a conducive learning environment can be created. Therefore, schools are also required to have professional staff who understand and are competent in the field of K3. The aim of this service is to provide knowledge to high school students in South Solok Regency so that they care more about K3 in their respective school environments. This service found that there was still low awareness of K3 among teachers and high school students in South Solok Regency, it was recorded that the cleanliness of toilets and bathrooms was very lacking in each school, school cleanliness was very lacking, awareness of the use of PPE when driving two-wheeled students was very lacking. especially wearing a helmet. There is a need for guidance in schools, especially for these students, especially regarding K3 culture in schools.
Analisa Tingkat Perbedaan Harga Pada Pelaksanaan Program Percepatan Peningkatan Tata Guna Air Irigasi (P3-Tgai) Berdasarkan Usulan Biaya (SK Gubernur Provinsi Jambi) Dan Harga Survei Toko (Studi Kasus: Proyek Saluran Irigasi P3A Maju Jaya Desa Sembubuk DF, Dian Wahyoni; Vitri, Gusni; Zayu, Wiwin Putri
Jurnal Teknologi Dan Sistem Informasi Bisnis Vol 6 No 1 (2024): Januari 2024
Publisher : Prodi Sistem Informasi Universitas Dharma Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/jteksis.v6i1.1110

Abstract

P3-TGAI is a cash-intensive program from the Ministry of Public Works and Public Housing with APBN funds to support one of the development priority agendas contained in the 2020-2025 RPJM, namely strengthening infrastructure aimed at supporting economic activity and encouraging equitable national development. This research was conducted in the construction of P3A Maju Jaya irrigation canal, Sembubuk Village, Muaro Jambi Regency in the recipient of the Acceleration of Irrigation Water Use Improvement Program (P3-TGAI). The purpose of this study was to determine the difference in costs applied in the field with the standard regulations of the Governor of Jambi Province, the type of research used is mixed method. The data analysis technique method used for data processing is the usual Excel calculation method. The results showed that the irrigation channel of P3A Maju Jaya, Sembubuk Village, Muaro Jambi Regency if done using the shop survey price, the volume length of the channel is greater than using the price of the Jambi Provincial Governor's regulation, where for the channel work with a fund of Rp. 195,000,000 if done using the shop survey price, the volume length of the channel can be obtained up to 290 m.
Perencanaan Trotoar Di Jalan Sisingmangaraja Simpang Haru, Kota Padang Zayu, Wiwin Putri; Irfan, Muhammad
Jurnal Penelitian Dan Pengkajian Ilmiah Eksakta Vol 3 No 2 (2024): Jurnal Hasi Penelitian Dan Pengkajian Ilmiah Eksakta - JPPIE
Publisher : LPPM Universitas Dharma Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/jppie.v3i2.1599

Abstract

Trotoar di Jalan Sisingamangaraja Simpang Haru merupakan salah satu trotoar yang berada di Kota Padang. Pada kawasan tersebut terdapat tata guna lahan berupa pendidikan kawasan pertokoan, dan pemukiman penduduk. Masalah utama dari trotoar tersebut adalah trotoar tersebut tidak dirawat sehingga mengakibatkan rusaknya trotoar seperti paving blok yang lepas, permukaan tidak rata, dan sudah ditumbuhi rumput liar. Pedoman yang digunakan dalam penelitian ini adalah SE Menteri PUPR No. 02/SE/M/2018, HCM 2000, dan Harga Satuan Pekerjaan Triwulan 3 Tahun 2023. Sementara itu data yang digunakan adalah data geometri trotoar dan volume pejalan kaki interval 5 menit. Hasil analisis tingkat pelayanan trotoar padan Jalan Sisingamangaraja maksimal adalah A dan minimal B. Perencaan desain lebar trotoar yang direncankan adalah 1.1meter dengan lebar eksisting 2 meter. Rencana anggaran biaya pembangunan fasilitas pejalan kaki diperoleh sebesar Rp. 432.570.000 (Empat Ratus Tiga Puluh Dua Juta Lima Ratus Tujuh Puluh Ribu Rupiah).
Rainfall-Runoff Transformation Analysis Using The HBV-96 Model in The Cidanau Watershed, Banten Furqani, Fahma; Syafri, Yuni Purnama; Octavia, Dyla Midya; Zayu, Wiwin Putri; Yunas, Barkhia
Open Science and Technology Vol. 4 No. 2 (2024): Open Science and Technology
Publisher : Research and Social Study Institute

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33292/ost.vol4no2.2024.130

Abstract

Transformasi hujan-limpasan telah dilakukan pada DAS Cidanau, Benten menggunakan Model Hidrologi HBV-96 pada periode 2010-2011 sebagai periode kalibrasi dan 2012 sebagai periode validasi. Tujuan dari penelitian ini adalah untuk menganalisis kinerja model subtropis HBV-96 ke daerah tropis DAS Cidanau, Banten. Model HBV-96 dikalibrasi secara manual melalui uji coba penyesuaian parameter untuk mendapatkan kondisi fisik yang sesuai dengan DAS Cidanau. Hasil penelitian menunjukkan bahwa model dapat mentransformasi hujan menjadi debit limpasan dengan cukup baik dengan nilai korelasi (r) dan NSE pada kalibrasi sebesar 0,829 dan 0,672. Hasil perhitungan neraca air menunjukkan perbedaan total debit observasi dan total debit simulasi tidak terlalu jauh berbeda, yaitu sebesar 2253 mm dan 2139 mm. Hal ini menunjukkan model HBV-96 yang diaplikasikan di DAS Cidanau cukup baik dalam mentranformasikan data hujan menjadi limpasan dan perhitungan neraca air, walaupun belum baik dalam menggambarkan debit puncak. Rainfall-Runoff transformation has been carried out at Cidanau watersheed, Benten using the Hydrology Model named HBV-96 in the period 2010-20011 as calibration and 2012 as validation. The purpose of this study is to analyze the performance of the HBV-96 as a subtropical model to the tropical area of the Cidanau watershed, Banten. The HBV-96 model is calibrated manually through a parameter adjustment test to obtain physical conditions that are in accordance with the Cidanau watershed. The results show that the model can transform rain into runoff discharge quite well with correlation values (r) and NSE of 0.829 and 0.672. The results of the water balance calculation show that the difference between the total observation discharge and the total simulated discharge is not too different, which is 2253 mm and 2139 mm. This shows that the HBV-96 model applied in the Cidanau watershed is quite good in transforming rainfall data into runoff and water balance calculations, although it is not good in describing peak discharge.  
Structural Design of a 10-Story Office Building using the Special Moment Frame System (SMFS) in Padang, West Sumatra Yunas, Barkhia; Octavia, Dyla Midya; Syafri, Yuni Purnama; Zayu, Wiwin Putri; Furqoni, Fahma; Ramadhi, Ramadhi; Ernawati, Ernawati
CIVED Vol. 11 No. 3 (2024): September 2024
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v11i3.652

Abstract

Indonesia is located at the convergence of the Eurasian, Pacific, and Indo-Australian tectonic plates, making it prone to significant earthquakes, such as the Aceh earthquake and tsunami in 2004 with a magnitude of 9.1, and the Padang earthquake in 2009 with a magnitude of 7.6, both known for their severe impacts. According to the Central Statistics Agency (BPS), there were 10,843 earthquakes in 2022. Given this high level of risk, all buildings, especially offices, must be designed to be earthquake-resistant due to high activity and user numbers. The city of Padang is categorized in Seismic Design Category D, indicating a high level of earthquake risk. The construction of a ten-story reinforced concrete building for office use is planned, referring to SNI 1726-2019 on earthquake resistance and SNI 1727-2020 on minimum loads, along with the Special Moment Resisting Frame System (SMRF). Structural analysis and modeling are conducted using ETABS software, with element dimensions based on the initial design. This analysis aims to ensure the building meets earthquake resistance requirements through response spectrum evaluation, including natural periods, inter-story drift, P-Delta effects, and checks for irregularities. Based on internal forces from ETABS V.18, reinforcement designs are prepared for structural elements such as columns, beams, slabs, and shear walls. A design capacity evaluation ensures the safety and optimal performance of the structure during an earthquake.
Analisa Kebutuhan Pelayanan Trans Padang Koridor Pusat Kota – Pusat Pemerintah Zayu, Wiwin Putri
Jurnal Ilmiah Rekayasa Sipil Vol 14 No 1 (2017): April 2017
Publisher : Pusat Penelitian dan Pengembangan Masyarakat (P3M), Politeknik Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (702.128 KB) | DOI: 10.30630/jirs.14.1.117

Abstract

Increasing the need of mass transportation in Padang city is needed to overcoming the chaos of transportation. For that to be done the analyst service needs for Trans Padang corridor Center of City-center government.a From result of research known that corridor Trans Padang for developmentof trajectory Trans Padang corridor Center of City-Center Government are Imam Bonjol street – Karya - Gereja – Diponegoro – Hangtuah – Samudera – S. Parman – Khatib Sulaiman – Jhon Anwar – Gadjah Mada – Siteba – Simp. Balai Baru – Sungai Sapih – Aie Pacah for direction go and go home rute Aie Pacah – Sungai Sapih – Simp. Balai Baru – Siteba – Gadjah Mada – Jhoni Anwar – S. Parman – Juanda – Veteran – Damar – Pemuda – Diponegoro – Gereja – Pondok – M. Thamrin – Imam Bonjol – Hasanuddin – Bagindo Aziz Chan – M. Yamin – Imam Bonjol. Bassed on potential demand of Trans Padang passenger corridor Center of City-Center Government of all modes is 24.783 passenger with the price around Rp. 3500,- to Rp. 4000,-. Based on land analysis the number of shelters needed to corridor Center of City-Center Government is 39 shelters for direction go n 39 shelters for direction go home with the long of trajection about 22,94 km. And bus that can operate on this corridor is a medium size, because there is one narrow road segment that cannot be passed by big bus. Peningkatan kebutuhan pelayanan angkutan masal dikota padang untuk mengatasi kesemrawutan transportasi sangat dibutuhkan, untuk itu dilakukan analisa kebutuhan pelayanan Trans Padang koridor Pusat Kota - Pusat Pemerintahan. Dari hasil penelitian diketahui bahwa koridor Trans Padang untuk pengembangan lintasan Trans Padang Pusat kota – Pusat Pemerintahan adalah jalan Imam Bonjol – Karya - Gereja – Diponegoro – Hangtuah – Samudera – S. Parman – Khatib Sulaiman – Jhon Anwar – Gadjah Mada – Siteba – Simp. Balai Baru – Sungai Sapih – Aie Pacah untuk arah pergi dan arah pulang dengan rute Aie Pacah – Sungai Sapih – Simp. Balai Baru – Siteba – Gadjah Mada – Jhoni Anwar – S. Parman – Juanda – Veteran – Damar – Pemuda – Diponegoro – Gereja – Pondok – M. Thamrin – Imam Bonjol – Hasanuddin – Bagindo Aziz Chan – M. Yamin – Imam Bonjol. Berdasarkan Potensi potensial demand penumpang Trans Padang koridor Pusat Kota-Pusat Pemerintahan dari seluruh moda adalah 24.783 penumpang dengan kisaran ongkos sekitar Rp. 3500 - Rp. 4000. Berdasarkan analisis tata guna lahan maka jumlah halte yang dibutuhkan Trans Padang untuk koridor Pusat Kota-Pusat Pemerintahan adalah 39 halte untuk arah pergi dan 39 halte untuk arah pulang dengan panjang trayek 22,94 km, sedangkan bus yang bisa beroperasi pada koridor ini adalah bus ukuran sedang karena ada salah satu ruas jalan yang sempit sehingga tidak bisa dilalui oleh bus ukuran besar.
Evaluasi Kuat Tekan Batu Bata Tradisional Padang Pariaman Berdasarkan Standar Nasional Vitri, Gusni; Herman, Hazmal; Zayu, Wiwin Putri; Irawan, Bayu Budi; Mazni, Deni Irda
Jurnal Penelitian Dan Pengkajian Ilmiah Eksakta Vol 4 No 2 (2025): Jurnal Hasi Penelitian Dan Pengkajian Ilmiah Eksakta - JPPIE
Publisher : LPPM Universitas Dharma Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/jppie.v4i2.2230

Abstract

Brick is one of the materials used for construction. One of the brick-producing areas in West Sumatra Province is Padang Pariaman Regency. This study was conducted to determine the quality of bricks, both in terms of shape, strength and forming materials. The tests carried out were shape and size tests, compressive strength tests. The tests were carried out at the Padang Institute of Technology Materials Laboratory by randomly taking brick samples from manufacturing furnaces in 3 (three) Districts in Padang Pariaman Regency. From the test results, recommendations will be made for good quality bricks for construction work and if low quality bricks are found, recommendations will be given for improvements to the brick-making furnaces. The results showed that the size of the test bricks from 3 (three) Districts in Padang Pariaman Regency did not meet the standard size of SNI 15-2094-2000. The average size is 101.34 mm in length, 92.59 mm in width and 49.98 mm in height. The results of the brick compressive strength test were 2.66 N/mm2, which does not meet the SNI 15-2094-2000 standard of at least 5 N/mm2.
Co-Authors Barkhia Yunas DF, Dian Wahyoni Dicky Wahyudi dyla midya octavia Ernawati Ernawati Fahma Furqani Furqoni, Fahma Hanif Hanif Hazmal Herman, Hazmal Iqbal Iqbal Irawan, Bayu Budi Mazni, Deni Irda Muhammad Irfan RAMADHI RAMADHI Syafri, Yuni Purnama Vitri, Gusni Wendi Boy