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All Journal Jurnal Perikanan dan Kelautan Jurnal Teknik Sipil REKA RACANA Journal of Degraded and Mining Lands Management JHP17 (Jurnal Hasil Penelitian) EXTRAPOLASI: Jurnal Teknik Sipil Portal: Jurnal Teknik Sipil RADIAL: JuRnal PerADaban SaIns RekAyasan dan TeknoLogi Pawon: Jurnal Arsitektur Jurnal Kacapuri : Jurnal Keilmuan Teknik Sipil Jurnal Teknik Industri Terintegrasi (JUTIN) Extrapolasi Civil and Sustainable Urban Engineering Jurnal Sains dan Teknologi Jurnal Ilmiah Teknik (JUIT) Journal of Scientech Research and Development Jurnal Taguchi : Jurnal Ilmiah Teknik dan Manajemen Industri De`Teksi : Jurnal Teknik Sipil ETERNITAS Journal of Innovative and Creativity Jurnal Teknik Sipil Jurnal Perikanan dan Kelautan Jurnal Teknik AMATA RADIAL: Jurnal Peradaban Sains, Rekayasa dan Teknologi Senadika
Saves, Faradlillah
Universitas 17 Agustus 1945 Surabaya
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Studi Perencanaan Sarana Air Bersih Melalui Sistem Perpipaan di Desa Marmoyo, Kecamatan Kabuh, Kabupaten Jombang Hartadi, Agus; Saves, Faradlillah
Jurnal Teknik Industri Terintegrasi (JUTIN) Vol. 7 No. 3 (2024): July
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jutin.v7i3.30874

Abstract

The availability of clean water is mandatory and applies to all places. Marmoyo Village is part of Kabuh District, Jombang Regency which relies on shallow wells to meet its clean water needs. To find out the projected water demands of the population is a population calculation projection. To find out the planning average of clean water demands by pumping tests to find out the maximum discharge of deep wells and the optimum discharge of pumping as well as the planned piping scheme using the Epanet 2.2 program to find out the flow rate, velocity, pressure and headloss. The research results showed that the average discharge requirement in 2044 was 1,163 l/second for a population in 2044 of 1,395 people. Meanwhile, the maximum discharge for deep wells obtained through pumping tests was 1.64 l/second. The piping system uses a double system and a branch system with 2" (50 mm) diameter PVC pipes where the piping system plan will be carried out at RT. 002, RW 007 Marmoyo Village, Kabuh District, Jombang Regency. In the simulation with Epanet 2.2 it is known that the highest velocity are 0.04 m/sec while the highest pressure are 19.86 m.
Analisis Percepatan Biaya dengan Metode Fast Track Pekerjaan Pembangunan Proyek (Studi Kasus : Office X Surabaya) Setyo Nugroho, Dwi Cahyo; Saves, Faradlillah; Mawariza, Putri Suci
PROSIDING SENADIKA : Seminar Nasional Akademik Vol 1 No 1 (2024): PROSIDING SEMINAR NASIONAL AKADEMIK (SENADIKA) 2024
Publisher : PROSIDING SENADIKA : Seminar Nasional Akademik

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Abstract

Industri konstruksi merupakan salah satu sektor vital dalam perekonomian suatu negara.Perkembangan industri ini tidak hanya berkaitan dengan pembangunan infrastruktur. Salahsatu proyek yang sedang dilaksanakan adalah pembangunan Office X Surabaya, yang terletakdi Jalan Jembatan Merah No. 38- 40, Surabaya. Proyek ini memiliki 10 lantai dengan total durasi pekerjaan selama 294 hari dengan anggaran biaya pembangunan sebesar Rp. 10.999.000.000,00 dengan pembangunan yang sedikit terkendala keterlambatan pada item pengerjaan dan setelah di analisis percepatan dengan menggunakan metode Fast Track, didapatkan pengurangan biaya sebesar Rp. 10.899.212.345 dari biaya awal 10.999.000.000,00 dan menghemat biaya sebesar Rp. 99.787.599 atau sekitar 0.009% dari biaya keseluruhan proyek.
Analisis Kapasitas Saluran Drainase Menggunakan Software HEC RAS 4.0.1 di DAM-BONO 1 Bulubendo Kabupaten Sidoarjo Putra Haqq, Rizky Hutama; Saves, Faradlillah
PROSIDING SENADIKA : Seminar Nasional Akademik Vol 1 No 1 (2024): PROSIDING SEMINAR NASIONAL AKADEMIK (SENADIKA) 2024
Publisher : PROSIDING SENADIKA : Seminar Nasional Akademik

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Abstract

Studi ini digunakan untuk mengetahui kapasitas saluran drainase di DAM-BONO 1 Bulubendo, Sidoarjo yang mengalami masalah banjir akibat urbanisasi dan perubahan iklim. Menggunakan software HEC-RAS 4.0.1, studi ini menghitung besaran debit banjir rencana dengan periode 2 tahun, 5 tahun, dan 10 tahun, serta mengevaluasi daya tampung saluran yang ada. Data sekunder yang dipakai adalah data hujan (2013-2023), peta catchment area, dan topografi, sementara data primer meliputi dimensi, titik koordinat, dan elevasi saluran. Metode yang dipakai adalah polygon Thiessen untuk analisis curah hujan, distribusi frekuensi Log Pearson Type III, serta perhitungan intensitas hujan persamaan Mononobe. Debit dihitung dengan cara rasional, dan kapasitas saluran dibandingkan dengan debit banjir yang dirancang. Pemodelan dengan HEC-RAS akan menguji akurasi perhitungan manual. Hasilnya diharapkan memberi referensi untuk penanggulangan banjir dan rekomendasi perbaikan drainase.
Analisis Kualitas Air Tanah Di Daerah Instalasi Pengolahan Lumpur Tinja (IPLT) Keputih Surabaya Setyabudi, Yanuar; Saves, Faradlillah
PROSIDING SENADIKA : Seminar Nasional Akademik Vol 1 No 1 (2024): PROSIDING SEMINAR NASIONAL AKADEMIK (SENADIKA) 2024
Publisher : PROSIDING SENADIKA : Seminar Nasional Akademik

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Abstract

Kualitas air tanah memiliki peran penting untuk berbagai kebutuhan, mulai dari konsumsi hingga industri. Berdasarkan Permenkes No. 32 Tahun 2017, standar kualitas air tanah menetapkan batas-batas tertentu agar air tanah dangkal dapat digunakan secara aman dan layak tanpa menimbulkan dampak kesehatan, teknis, maupun estetika. Namun, tidak semua air tanah dangkal memenuhi standar tersebut, terutama karena adanya potensi kontaminasi dari aktivitas manusia. Oleh karena itu, penelitian ini bertujuan untuk menilai kualitas air tanah dangkal di Kelurahan Keputih menggunakan metode perbandingan baku mutu yaitu Permenkes No. 32 Tahun 2017 untuk kebutuhan higiene sanitasi, kemudian dianalisis terkait pengaruh lingkungan lokasi penelitian yang juga dekat dengan IPLT terhadap air sumur. Hasil analisis dari penelitian ini diketahui bahwa kualitas air tanah di Kelurahan Keputih tidak memenuhi semua baku mutu, diantaranya adalah parameter Total Dissolved Solids (TDS) yang terdapat pada sumur 2 dan disebabkan oleh tingginya garam terlarut di dalam sumur, Mangan yang terdapat pada sumur 1 dan 3 yang menyebabkan sumur memiliki rasa dan bau logam, Fluorida pada sumur 4 yang dipengaruhi oleh variasi batuan, Nitrat yang terdapat pada sumur 3 dan 4 yang disebabkan oleh pencemaran limbah domestik dan Total coliform yang terdapat pada sumur 2 dan 3.
Karakteristik Jenis Akuifer Dengan Software Qgis Di Kecamatan Kutorejo Kabupaten Mojokerto Dewangga, Wahyu; Saves, Faradlillah
PROSIDING SENADIKA : Seminar Nasional Akademik Vol 1 No 1 (2024): PROSIDING SEMINAR NASIONAL AKADEMIK (SENADIKA) 2024
Publisher : PROSIDING SENADIKA : Seminar Nasional Akademik

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Abstract

Air tanah merupakan sumber daya vital bagi kehidupan dan lingkungan. Kecamatan Mojokerto, sebuah daerah dengan produksi pertanian yang signifikan, menghadapi tantangan kekurangan pasokan air permukaan selama musim kemarau. Untuk mengatasi masalah ini, P2AT (Pusat Pengembangan Air Tanah) mengebor sumur produksi dan membangun jaringan irigasi air tanah atau sumur dalam di beberapa daerah untuk memastikan pasokan air yang cukup untuk irigasi. Studi ini bertujuan untuk mengidentifikasi potensi dan karakteristik air tanah, untuk mendukung pemanfaatan air yang efisien dan berkelanjutan melalui analisis akuifer. Penelitian ini mengidentifikasi kelompok akuifer berdasarkan karakteristik batuan dan hidrogeologi yang mempengaruhi distribusi dan penyimpanan air tanah di daerah tersebut. Memantau dan mengevaluasi tingkat air tanah sangat penting untuk menjaga ketersediaan air tanah yang berkelanjutan dan mencegah dampak negatif dari eksploitasi berlebihan. Berdasarkan hasil analisis lokasi sumur, overlay peta ternyata karakteristik air tanah di Kecamatan Kutorejo, Kabupaten Mojokerto terletak pada 2 kelompok akuifer, yaitu kelompok akuifer yang ditandai dengan warna biru tua dan biru muda atau akuifer produktif dengan distribusi yang luas yang berarti lapisan air tanah yang memiliki kemampuan untuk menyimpan dan mengalirkan air dalam jumlah besar. Akuifer produktif ini sangat berharga untuk pemenuhan kebutuhan air skala besar, baik untuk keperluan domestik, irigasi.
Application of Eco-Drainage Concepts to Mitigate Flood Problems on Jalan Panjang Jiwo, Surabaya Srinovita, Astria; Saves, Faradlillah
Civil and Sustainable Urban Engineering Volume 5 - Issue 2 - 2025
Publisher : Tecno Scientifica Publishing & Society of Tropical Science and Technology

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.53623/csue.v5i2.912

Abstract

Rapid population growth in Surabaya has been accompanied by various environmental challenges, one of which was flooding on Jalan Panjang Jiwo. In addition to high rainfall intensity, the city’s flat topography and its location in the downstream area of the Brantas Watershed contributed to the occurrence of flooding. Land conversion into built-up areas also led to a reduction in natural infiltration areas, resulting in increased surface runoff. Furthermore, the suboptimal performance of the existing drainage system made it unable to adequately convey rainwater discharge during periods of high rainfall intensity. This study aimed to examine the potential application of the eco-drainage concept through the injection well method as an alternative flood control measure in the Jalan Panjang Jiwo area. Injection wells were selected because this design was intended to support the infiltration process by allowing rainwater to pass through impermeable or low-permeability topsoil layers. Unlike natural infiltration systems, which relied solely on surface soil permeability, injection wells enabled water to penetrate these layers and reach more permeable soil strata below. Therefore, this method was considered effective for application in urban areas dominated by built-up surfaces with limited green open spaces. The analysis was conducted using hydrological and hydraulic approaches, supported by modeling with EPA SWMM 5.2. Through a trial-and-error process involving calculation and design evaluation, an optimal injection well design with a diameter of 3.25 meters and a depth of 25 meters was obtained. Based on flood discharge estimates under existing channel conditions, a total of six injection wells were required to accommodate surface runoff. The results of this study were expected to serve as technical recommendations for the development of sustainable urban drainage systems, particularly in flat areas with high runoff levels such as Surabaya.
Perencanaan Pola Tanam berdasarkan Analisis Kebutuhan Air Tanaman dan Ketersediaan Air Irigasi Tyasa, Rizal Bayu; Faradlillah Saves
Jurnal Sains dan Teknologi (JSIT) Vol. 5 No. 3 (2025): September-Desember
Publisher : CV. Information Technology Training Center - Indonesia (ITTC)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/jsit.v5i3.3738

Abstract

Indonesia, as a country heavily dependent on the agricultural sector, faces significant challenges regarding water availability, especially during prolonged dry seasons. The mismatch between crop water requirements and available irrigation water often leads to reduced agricultural productivity, particularly in areas with limited irrigation systems, such as the Wilangan Irrigation Area (DI) in Ponorogo Regency. This study aims to design an optimal cropping pattern by balancing crop water requirements and irrigation water availability in the DI Wilangan, Ponorogo Regency. The study aims to provide an efficient solution for irrigation management and cropping pattern planning. The method used in this study is a quantitative analysis utilizing hydrological and climatological data from 2014 to 2024. Water availability is calculated using the F.J. Mock method, while crop water requirements are estimated using the FAO Penman-Monteith method to determine reference evapotranspiration (ETo) and net irrigation demand. The results show that the PTT IV cropping pattern alternative, with a paddy-paddy-secondary crop pattern starting in the second period of December, results in the lowest water demand of 5.447 lt/second or equivalent to 0.0054 m³/second. The dependable discharge during this period reached 0.071308790 m³/s, ensuring that irrigation water needs can be fully met without deficit. Therefore, the PTT IV cropping pattern is recommended as the most efficient and sustainable option for irrigation water use in the area.
Analisis Kapasitas Tampung Saluran Drainase Ekisting terhadap Debit Banjir Rencana (Studi Kasus: Desa Medaeng, Kecamatan Waru, Kabupaten Sidoarjo) Kurniawan, Anas; Saves, Faradlillah; Safitri, Dika Ayu
Jurnal Sains dan Teknologi (JSIT) Vol. 5 No. 3 (2025): September-Desember
Publisher : CV. Information Technology Training Center - Indonesia (ITTC)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/jsit.v5i3.3747

Abstract

Flooding problem in Medaeng Village, Waru District, Sidoarjo Regency, is a crucial issue caused by changes in land use, high rainfall, and suboptimal drainage channel conditions and lack of maintenance. Initial studies indicate that drainage channels in Medaeng Village are unable to accommodate large volumes of water, exacerbated by high sediment and dense settlements that reduce infiltration areas. This study aims to analyze the drainage channel capacity based on the design flood discharge. The research method involves primary and secondary data. Analysis of maximum and average rainfall uses the Thiessen Polygon method, frequency distribution analysis uses the Log Pearson Type III method, and the Smirnov-Kolmogorov goodness-of-fit test. Rainfall intensity is calculated using the Mononobe method, design flood discharge calculation uses the rational method, and storage capacity uses the rational method. The results of the analysis show that Qhidrologi is 0.689 m3/s (2 years), 0.855 m3/s (5 years) and 0.955 m3/s (10 years). Meanwhile, the existing Qhydrology is 0.0693 m3/s (channel 1), 0.0588 m3/s (channel 2), 0.2163 m3/s (channel 3), 0.2315 m3/s (channel 4), 0.2491 m3/s (channel 5). The comparison between (Qhydrology>Qhydrology) shows that all channels 1 to 5 have a small capacity and have the potential to cause flood risk. The results of this analysis can be the main basis for technical planning to increase the capacity of the Medaeng Village channels and a reference for further studies on more comprehensive flood mitigation.
Analisis Kapasitas Tampung Saluran Drainase dalam Menampung Debit Limpasan Hujan pada Wilayah Penjaringan Asri, Surabaya Arum Dewi Cahyani; Saves, Faradlillah
Jurnal Sains dan Teknologi (JSIT) Vol. 5 No. 3 (2025): September-Desember
Publisher : CV. Information Technology Training Center - Indonesia (ITTC)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/jsit.v5i3.3748

Abstract

Penjaringan Asri Street often experiences flooding during high rainfall due to land conversion, residential growth, and blockage of drainage channels by garbage, sedimentation, and wild vegetation. High population density reduces infiltration areas so that runoff discharge increases and exceeds the channel capacity. This study aims to assess the capacity of drainage channels to accommodate design flood discharge with return periods of 2, 5, and 10 years. The data used include the results of channel measurement surveys, rainfall for the period 2014–2024, and topographic maps. Hydrological analysis was carried out using the Thiessen Polygon method, Log Pearson III Distribution, and the Rational Method. Based on the analysis results, the design flood discharge for each return period shows that the 2-year return period is 2,069 m3/second, the 5-year return period is 2,439 m3/second, and the 10-year return period is 2,640 m3/second.  Meanwhile, based on the comparison of the design discharge (Qhydrology) with the hydraulic capacity (Qhydraulic), all channels exhibited flood conditions for return periods of 2 years, 5 years, and 10 years. This is due to the higher Qhydrology value compared to Qhydraulic, indicating that the existing channel cross-sectional capacity is unable to accommodate the design flood discharge. Therefore, it can be concluded that the channels in the Penjaringan Asri area are not yet capable of accommodating the design flood discharge. Therefore, channel capacity increases and routine maintenance are required to ensure the system functions optimally in reducing flooding.
Evaluasi Kapasitas Saluran Drainase Eksisting terhadap Debit Banjir Rencana di Kecamatan Gunung Anyar, Surabaya Infaqi, Ta’faqur Wahyu Nur; Saves, Faradlillah
Jurnal Sains dan Teknologi (JSIT) Vol. 5 No. 3 (2025): September-Desember
Publisher : CV. Information Technology Training Center - Indonesia (ITTC)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/jsit.v5i3.3749

Abstract

The Gunung Anyar area of Surabaya has experienced rapid population growth and development, leading to a decline in green open spaces and water infiltration areas. This condition increases the risk of inundation and flooding due to the limited capacity of the existing drainage system. This study aims to evaluate the capacity of the existing drainage channels against the design flood discharge based on hydrological and hydraulic analyses. The hydrological analysis shows that the highest design flood discharge occurs in Sub-watershed 5 at 0.404 m³/s, while the lowest is found in Sub-watershed 6 at 0.096 m³/s. Meanwhile, the hydraulic analysis indicates that the highest channel capacity is in Channel 10 at 0.858 m³/s, and the lowest in Channel 6 at 0.097 m³/s. A comparison between hydrological and hydraulic discharges shows that several channels have smaller capacities than the design flood discharge (Q_hydraulic < Q_hydrologic), which may lead to inundation, particularly in Channels 1, 2, 5, 6, and 7. On the other hand, Channels 3, 4, 8, 9, and 10 are still capable of accommodating runoff effectively. The results of this evaluation can serve as a basis for planning drainage capacity improvements in the Gunung Anyar area to reduce future flood risks
Co-Authors Aam Jowo Restu Aji Adi Prasetya Akbar, Muhamad Ikhsanul Amin Sugianto Arum Dewi Cahyani Arum Dewi Cahyani Dasor, Apolinaris Dewangga, Wahyu Dewanti, Fiarestu Wahyu Diakbar Mushawir Dika Ayu Safitri Erfan Ferdiansyah fadhel muhammad, reza Fatmawati, Laily Endah Firmansyah, Fero Diky hari siswoyo Hartadi, Agus Hartatik, Nurani Herry Widhiarto Herry Widhiarto, Herry Hudhiyantoro Hudhiyantoro Hudhiyantoro Hudhiyantoro Hudhiyantoro Hudhiyantoro, Hudhiyantoro Infaqi, Ta’faqur Wahyu Nur Kurniawan, Anas Lyudmila Alexandrovna Bespalova Michella Beatrix Moch Sasmito Djati Mohammad Bisri Ningrum, Fitriyanti Cahya Nugroho, Dwi Cahyo Setyo Nur Elok Wahyuningrum Nurul Rochmah Patriadi, Andi Prasetiyo, Ahmad Rendra Prasetyo, Mochammad Adi Prayoga, Septian Aditya Puhugelong, Imanuel Putra Haqq, Rizky Hutama Putra, R. Firdaus Alamsyah Putri Suci Mawariza Retno Trimurtiningrum Ridwan Mustofa Fara Rifqi, Muhammad Khoirur Safitri, Dika Ayu Santoso, Rani Rachmad Satria Azhar Brilliant Satriya, M Gilang Ridwanafriansyah Setiawan, Yusak Adi Setyabudi, Yanuar Setyo Nugroho, Dwi Cahyo Soebagio Soebagio Srinovita, Astria Trimurtiningrum, Retno Tyasa, Rizal Bayu Wardoyo, Mahmud Dwi Widodo, Wahyu Tri Wiguno, Dwi Prastyo Zahroh, Alyatus