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Analysis of Urban Drainage System Based on Ponorogo City Spatial Planning Setiyo, Anugrah Dwi; Nugroho, Laksono Djoko; Wulandari, Esti
Jurnal Teknik Indonesia Vol. 4 No. 3 (2025): Jurnal Teknik Indonesia
Publisher : Publica Scientific Solution

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58860/jti.v3i4.754

Abstract

The infrastructure problem in Ponorogo Regency is characterised by flooding in urban areas, which is attributable to deficiencies in the drainage system. The regions of Ponorogo City that are most susceptible to flooding include Jl. Pramuka, Jl. Jaksa Agung Suprapto, Jl. Bhayangkara, and Jl. Kbp Duriyat. The findings of the distribution suitability calculations for Ponorogo Rainfall Station over a period of 20 years demonstrate the validity of the calculations performed using the Log Pearson Type III method. Subsequently, the Normality Test was conducted in accordance with the Smirnov-Kolmogorov And Chi-Squared criteria. The Log Pearson Type III Method value was deemed to be acceptable. Consequently, the Log Pearson Type III Method was selected as the rainfall design based on a 10-year return period of 111,6819 mm. The results of the 10-year flood discharge analysis, with rational calculations for Jl. Pramuka Kanan at 0,879 m³/s, Jl. Pramuka Kiri at 0,949 m³/s, Jl. Jaksa Agung Suprapto Kanan at 0,662 m³/s, Jl. Suprapto Kiri at 0,722 m³/s, Jalan Bhayangkara Kanan at 0,520 m³/s, Jalan Bhayangkara Kiri at 0,654 m³/s, Jalan Kbp Duriyat Kanan at 0,574 m³/s, and Jalan Kbp Duriyat Kiri at 0,652 m³/s were observed. The calculation results indicate that the 10-year return period calculation discharge in the existing drainage channel exceeds the capacity, necessitating repairs. The repair was executed using U-Ditch 100 cm×100 cm for Jl. Pramuka Kanan, Jl. Pramuka Kiri, Jl. Jaksa Agung Suprapto Kanan, and Jl. Jaksa Agung Suprapto Kiri. In addition to the enhancements that have been made by utilising U-Ditch 80 cm×80 cm for Jl. Bhayangkara Kanan, Jl. Bhayangkara Kiri, Jl. KBP Duriyat Kanan and Jl. KBP Duriyat Kiri, further developments are anticipated.
Study Kelayakan Pembangunan Rawat Inap Puskesmas Ketrowonojoyo Kecamatan Kebonagung Kabupaten Pacitan Nugroho, Laksono D.; Wulandari, Esti; Setiyo, Anugrah Dwi; Gode, Dicky
COMSERVA : Jurnal Penelitian dan Pengabdian Masyarakat Vol. 5 No. 4 (2025): COMSERVA: Jurnal Penelitian dan Pengabdian Masyarakat
Publisher : Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59141/comserva.v5i4.3330

Abstract

The feasibility of developing inpatient services at Ketrowonojoyo Public Health Center (Puskesmas) must comply with the requirements set in Minister of Health Regulation No. 43 of 2019 and No. 19 of 2024, which mandate adequate office space and service rooms to support the upgrade into an inpatient facility. The main problem lies in the limited facilities that do not yet meet regulatory standards, thus hindering service expansion. This study aims to evaluate the feasibility of establishing inpatient services through a SWOT analysis approach, focusing on infrastructure, human resources, and environmental management. The analysis shows that the Puskesmas requires the addition of seven service rooms to fulfill inpatient criteria, improved access and parking facilities, and upgraded medical waste management systems. Furthermore, the provision of essential human resources is needed, including one physician, six nurses, four midwives, two cleaning staff, four cooks, and two laundry staff, alongside continuous training to enhance medical and non-medical personnel competencies. The findings imply that with the planned additions, Ketrowonojoyo Puskesmas can provide inpatient services comparable in quality to hospitals in Pacitan, thereby improving accessibility and community trust in local health services.