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All Journal Jurnal Agronomi Indonesia (Indonesian Journal of Agronomy) Jurnal Ilmu Pertanian Indonesia J-Sil (Jurnal Teknik Sipil dan Lingkungan) Agromet Bumi Lestari MEDIA KOMUNIKASI TEKNIK SIPIL Jurnal Ilmu Lingkungan Jurnal Agrista Jurnal Keteknikan Pertanian Jurnal Pengelolaan Sumberdaya Alam dan Lingkungan (Journal of Natural Resources and Environmental Management) Jurnal Ilmiah Rekayasa Pertanian dan Biosistem JTERA (Jurnal Teknologi Rekayasa) Jurnal Irigasi Communications in Science and Technology JURNAL TEKNIK HIDRAULIK Jurnal Sosial dan Teknologi Jurnal Nasional Teknik Elektro dan Teknologi Informasi Jurnal Teknik Sumber Daya Air Jurnal Indonesia Sosial Sains (Journal of Environmental Sustainability Management) J-Sil (Jurnal Teknik Sipil dan Lingkungan)

Satyanto Krido Saptomo

Departemen Teknik Sipil Dan Lingkungan, Fakultas Teknologi Pertanian, Institut Pertanian Bogor (IPB University), Jl. Raya Dramaga, Kampus IPB Dramaga, Bogor 16002, Indonesia

Author-ID : 3177135

Agriculture, Biological Sciences & Forestry Humanities Astronomy Biochemistry, Genetics & Molecular Biology Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Electrical & Electronics Engineering Energy Engineering Environmental Science Immunology & microbiology Industrial & Manufacturing Engineering Law, Crime, Criminology & Criminal Justice Library & Information Science Materials Science & Nanotechnology Mechanical Engineering Neuroscience Physics Social Sciences Transportation

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Pendugaan Reliability Waduk Nadra Krenceng PT. Krakatau Tirta Industri Yanuar Chandra Wirasembada; Satyanto Krido Saptomo; Muhamad Budi Saputra
Jurnal Teknik Sipil dan Lingkungan Vol. 1 No. 2: Agustus 2016
Publisher : Departemen Teknik Sipil dan Lingkungan, IPB University

The increasing of high population rate, plus there was a new steel industry named PT. Krakatau Posco in Cilegon has made higher demand of clean and raw water. The Volume of Nadra Krenceng reservoir used by PT. Krakatau Tirta Industri is still doubted to fulfill water demand in Cilegon. The purpose of this research to analyze how much the reservoir volume capacity that will always be available and makes the program with Visual Basic Application in Microsoft Excel. The reliability calculation of Nadra Krenceng reservoir was conducted using three methods; F.J Mock, NRECA dependable discharge, and simulation the result of both methods use Weibull Method. The simulation result of Weibull Method shows for F.J Mock dependable discharge with probability of 95%, 90%, 80% and 50% are 5,023,095 m3; 5,733,905 m3; 7,215,525 m3; and 11,600,385 m3 respectively. For NRECA Method simulation, the result with the same series probabilities are 3,831,718 m3; 4,531,326 m3; 5,930,542 m3; and 10,128,191 m3 respectively. The Probabilities used by PT. KTI to guarantee the water availability in Nadra Krenceng reservoir is 80%. To conclude, the available volume of Nadra Krenceng reservoir now 7,215,525 m3 for F.J Mock Method and 5,930,542 m3 for NRECA Method. Both of calculation of water availability of Nadra Krenceng reservoir could achieve good enough accuracy. The R2 values for F.J Mock Methods is 0.685 and 0.653 for NRECA method.

PERENCANAAN TANGKI SEPTIK KOMUNAL DI DESA SUWARU, KECAMATAN PAGELARAN, KABUPATEN MALANG, JAWA TIMUR Teguh Budiaji Setjo; Satyanto Krido Saptomo; Yanuar Chandra Wirasembada
Jurnal Teknik Sipil dan Lingkungan Vol. 1 No. 3: Desember 2016
Publisher : Departemen Teknik Sipil dan Lingkungan, IPB University

Environmental sanitation problems that occurred in Suwaru is septic tanks build too close to water sources such as wells and domestic waste disposal directly into the river. The purpose of this study is to determine the communal septic tank to achieve optimum and effective placement for the people in Suwaru, while also making the design communal septic tanks and leach fields communal septic tanks. The exact location of the study conducted in Suwaru, Pagelaran, Malang. The communal septic tank designed by four steps. These steps are estimating the population, calculating the dimensions of communal septic tanks, land mapping at the site plan and creating detailed engineering design (DED) of a communal septic tank. Septic tanks planned split into two service areas taking into account the difference in elevation of the service area. According to population projections, draining time (N) 5 years. Dimensions to accommodate the volume of waste that must be provided, with a height assumption of the septic tank is 4.5 m, obtained length is 10 m and width is 5 m to both septic tank.

Sebaran Intrusi Air Laut di Kabupaten Indramayu, Jawa Barat Ahmad Abdul Hafiidh; Satyanto Krido Saptomo; Chusnul Arif
Jurnal Teknik Sipil dan Lingkungan Vol. 3 No. 2: Agustus 2018
Publisher : Departemen Teknik Sipil dan Lingkungan, IPB University

Wilayah terluas sebagai penghasil beras di Pulau Jawa adalah Kabupaten Indramayu. Sebagian besar Kabupaten Indramayu berada di daerah pesisir, airtanah menjadi sumberdaya yang sangat dibutuhkan untuk irigasi pertanian. Eksploitasi yang berlangsung secara terus menerus dan volum yang semakin meningkat dari waktu ke waktu menyebabkan terbentuknya ruang kosong di lapisan akuifer sehingga ruang kosong pada tanah kemudian diisi oleh air laut. Pada penelitian ini Jaringan Saraf Tiruan (JST) digunakan untuk memprediksi intrusi air. Tujuan penelitian untuk menentukan peta zonasi intrusi berdasarkan kualitas airtanah, yaitu total dissolved solid (TDS) ,dan daya hantar listrik (DHL). Penelitian dilakukan di 33 kecamatan dengan 83 titik sampling pada bulan Februari 2017. Luas sawah di Kabupaten Indramayu sekitar 57,94%, dengan kontur berupa dataran rendah dengan daerah endapan di timur laut. Pasokan air permukaan Kabupaten Indramayu berasal dari DAS Cimanuk, Cipunegara, dan Cipanas. Pada musim kemarau air tanah Kabupaten Indramayu sudah dieksploitasi berlebihan untuk sumur bor sebagai irigasi. Akuifer bebas terletak 3 - 30 meter di bawah permukaan tanah, dengan tebal sekitar 15 - 20 meter, mengalir dari selatan ke utara. Topografi Kabupaten Indramayu berada pada ketinggian 0 - 100 meter di atas permukaan air laut dengan kemiringan rata-rata 0 - 2%. Hal inilah yang menyebabkan Kabupaten Indramayu tergenang air saat curah hujan tinggi. Nilai kualitas airtanah didapat bahwa bagian utara dan timur lebih besar dari selatan dikarenakan batas pantai terletak di bagian utara dan timur.Keywords: EC, Indramayu District, intrusion, TDS

Evaluasi Kinerja Unit Instalasi Pengolahan Air Limbah Bojongsoang Bandung Muhammad Ihsan Firdaus; Satyanto Krido Saptomo; Joana Febrita
Jurnal Teknik Sipil dan Lingkungan Vol. 3 No. 1: April 2018
Publisher : Departemen Teknik Sipil dan Lingkungan, IPB University

Abstrak: Pengolahan air limbah diperlukan agar kualitas air limbah sesuai dengan baku mutu dan tidak membahayakan lingkungan. Tujuan penelitian ini adalah mengetahui kualitas air limbah berdasarkan parameter BOD, COD, TSS, dan pH di influen serta efluen masing-masing unit instalasi pengolahan air limbah (IPAL), membandingkan efisiensi penurunan konsentrasi pencemar dengan literatur, dan membandingkan kualitas air limbah di outlet dengan baku mutu. Penelitian menggunakan sampel yang diambil di IPAL Bojongsoang Bandung dan pengujian dilakukan di Laboratorium PDAM Kota Bandung. Efisiensi pengurangan pencemar terbesar pada unit set A yaitu untuk parameter TSS 66,67%, BOD 87,55%, dan COD 81,28%. Pada unit set B efisiensi pengurangan pencemar terbesar adalah parameter TSS sebesar 55,88%, BOD 73,91%, dan COD 73,05%. Unit pengolahan di set A telah memenuhi syarat untuk parameter BOD dan COD untuk oxidation ditch (80-90%). Konsentrasi di outlet pada unit set A untuk TSS 50 mg/l, BOD 27 mg/l, COD 67 mg/l, dan pH 6,5, sedangkan di unit set B untuk TSS 75 mg/l, BOD 21 mg/l, COD 45 mg/l, dan pH 6,5. Dibandingkan dengan baku mutu yang berlaku nilai parameter COD dan pH telah memenuhi standar.Kata kunci: BOD, COD, evaluasi kinerja, IPAL, pH, TSS

Analisis Kualitas Air pada Jalur Distribusi Air Bersih di Gedung Baru Fakultas Ekonomi dan Manajemen Institut Pertanian Bogor Millah Hudiyah Daeng Barang; Satyanto Krido Saptomo
Jurnal Teknik Sipil dan Lingkungan Vol. 4 No. 1: April 2019
Publisher : Departemen Teknik Sipil dan Lingkungan, IPB University

One of the causes of the decreasing of water quality was the increasing of inappropriate human activities that caused water pollution. Cihideung River was being made as water resource in the campus area which the water have been used for a lot of activities in IPB Dramaga Campus. The purpose of this research were to analyze the clean water quality from the ground water tank (GWT) in Cihideung to the new buildings of the FEM, to compare the result with a national quality standard, to determine the criteria of clean water quality based on STORET method, and to analyze the influence of time and weather to the water quality. The parameters which had concentration below the standard were TDS, turbidity, temperature, iron, fluoride, chloride, manganese, and sulfate, and biological parameters like the total coliform/E.coli. The parameters which exceeded the standard were the value of color of 60 TCU in Cihideung GWT at rainy afternoon and pH of 6.38 in wing 1 sanitary at rainy morning. According to the US-EPA system, the water quality of distribution channels of FEM new building were classified into grade B, that meant light contaminated.Key words: distribution channels, quality standard, water pollution, water quality

Analisis Timbulan Lumpur dan Kualitas Lumpur Hasil Proses Pengolahan Air Bersih di WTP Kampus IPB Dramaga Bogor Anastasia Elissa; Satyanto Krido Saptomo
Jurnal Teknik Sipil dan Lingkungan Vol. 5 No. 1: April 2020
Publisher : Departemen Teknik Sipil dan Lingkungan, IPB University

IPB University Dramaga has three units of WTP, two units at WTP Ciapus and one unit at WTP Cihideung. WTP produce sludge from alum coagulant and were disposed directly into water bodies. The purpose of this study were to identify the volume and characteristics of the sludge generation, comparing the sludge quality with regulations, and provide alternative recommendations for sludge management. Sludge samples were taken from effluent of clarifier and filtration. The sludge generated in the WTP Ciapus 1 was 18.63 kg/day while in the WTP Cihideung was 85.51 kg/day. The characteristics of the sludge produced were liquid and inorganic. The sludge pH of some samples in WTP Ciapus did not met the quality standards. Temperature, concentration of COD, iron (Fe), and aluminum (Al) fulfilled the quality standards. The sludge from WTP IPB Campus can be processed by collecting and drying. Dried sludge can be used as compost and the backwash residue can be recycled.

Analisa Model Evaporasi dan Evapotranspirasi Menggunakan Pemodelan Matematika pada Visual Basic di Kabupaten Maros: Analysis of Evaporation and Evapotranspiration Model Using Mathematical Modeling on Visual Basic in Maros Regency Ahmad Fausan; Budi Indra Setiawan; Chusnul Arif; Satyanto Krido Saptomo
Jurnal Teknik Sipil dan Lingkungan Vol. 5 No. 3: Desember 2020
Publisher : Departemen Teknik Sipil dan Lingkungan, IPB University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29244/jsil.5.3.179-196

The approach to calculating evaporation and evapotranspiration, both potential and actual, varies widely. The models used to estimate the amount of evapotranspiration, particularly at the Maros Climatology Station, Maros Regency, South Sulawesi. Evaporation models use the Penman, Priestley, Bruin, and Valiantzas models while evapotranspiration models use the Penman, Hargreaves, Jensen-Haise, Penman-Monteith, Radiation, Turc, and Makkink models, where all of these methods use climate data, such as are the minimum temperature (Tn), maximum temperature (Tx), air temperature (Ta), average humidity (RH), rainfall (R), duration of sun exposure (SS), and maximum wind speed (U) in calculations using Visual basic program in Microsoft Excel in the form of code. Thus, it is necessary to conduct an analysis of the suitability of the model to the results of the observations in order to find out which model is suitable according to the results of the largest coefficient of determination (R2). Based on the results of the model suitability analysis, a selected model was obtained, namely the Valiantzas model with a value of 0.980 in the evaporation calculation and the Jensen-Haise model, namely 0.889.

Estimasi Dampak Urban Heat Island terhadap Laju Evapotranspirasi: Studi Kasus di Kota Palembang: Estimation the Impact of Urban Heat Island on Evapotranspiration Rate: A Case Study in Palembang City Ari Sugiarto; Budi Indra Setiawan; Chusnul Arif; Satyanto Krido Saptomo
Jurnal Teknik Sipil dan Lingkungan Vol. 6 No. 1: April 2021
Publisher : Departemen Teknik Sipil dan Lingkungan, IPB University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29244/jsil.6.1.23-34

A review of air temperature in the Palembang city by reviewing data from the National Agency for Meteorology, Climatology, and Geophysics/BMKG (Kenten Climatology Station and the SMB II Meteorological Station) shows a difference in air temperature can indicate the occurrence of Urban Heat Island (UHI). The difference in air temperature affects the evapotranspiration rate (ET) because air temperature very influencing water evaporation. ET rate estimation with air temperature data is the first step to prove this hypothesis. Hargreaves and Samani, Blaney and Criddle, Linacre, and Kharuffa models is the ET model that using air temperature as the variable was used to estimate the ET rate. Air temperature data used in the period 2011-2020 by reviewing data from the Kenten Climatology Station and the SMB II Meteorological Station. The results of this study of air temperature data from the Kenten Climatology Station and the SMB II Meteorology Station showed a difference in air temperature with the minimum ∆T of 0.42 oC, the maximum of 0.43 oC, and the daily average of 0.41 oC. This difference in air temperature has an impact on the difference in the ET rate with the average ∆ET of the Hargreaves and Samani model of 0.05 mm/day, the Blaney and Criddle model of 0.05 mm/day, the Linacre model of 0.06 mm/day, and the Kharuffa model of 0.14 mm/day. The results of this study predicted that an increase in air temperature causes an increase in the ET rate of ± 10-30%.

Evaluasi Metode Pendugaan Laju Evapotranspirasi Standar (ETo) Menggunakan Bahasa Pemograman Visual Basic Microsoft Excel di Kabupaten Nagan Raya Aceh: Evaluation of Standard Evapotranspiration Rate Estimation Method (ETo) Using Microsoft Excel Visual Basic Programming Language in Nagan Raya Aceh District Adlan; Budi Indra Setiawan; Chusnul Arif; Satyanto Krido Saptomo
Jurnal Teknik Sipil dan Lingkungan Vol. 6 No. 1: April 2021
Publisher : Departemen Teknik Sipil dan Lingkungan, IPB University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29244/jsil.6.1.35-48

Estimation of evaporation rate is needed in hydrological data, especially in irrigation and drainage planning data. The method for estimating the evapotranspiration rate recommended by FAO is the Penman - Monteith method, however apart from this method there are still several methods that can be used if the data obtained in the field are different. Evaluation of the method of estimating the rate of evapotranspration is expected to help in choosing the right method when different data is obtained, so with this evaluation, we can see the accuracy of the methods. The methods that are closest to accuracy with the Penman - Monteith method are Hargreaves, Makkink, Turc, Blaney-Cridlle and Penman. If ordered based on the ranking of the evaluation results, the method that is closest to the Penman - Monteith method is Hargreaves, because of all the evaluation variabels Hargreaves has the best evaluation value. While the closest model based on the best R2 value is the Jensen-Haise model, but the error value of this model is very high.

Perancangan dan Pemanfaatan Penampung Air Hujan dengan Filtrasi Sederhana Skala Unit Perumahan Villa Citra Bantarjati: Design of Rainwater Storage with Simple Filtration in House Unit Scale in Villa Citra Bantarjati Housing Armin Zuliarti; Satyanto Krido Saptomo
Jurnal Teknik Sipil dan Lingkungan Vol. 6 No. 3: Desember 2021
Publisher : Departemen Teknik Sipil dan Lingkungan, IPB University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29244/jsil.6.3.159-176

Bogor city is included in the region with high rainfall with an average annual rainfall of 3.500 – 4.000 mm so that the potential for rainwater harvest. This research was conducted to plan the volume of rainwater reservoirs that can be applied at the scale of Villa Citra Bantarjati housing units and design simple filtration tools to improve the physical quality of rainwater that can be used to support domestic needs. This study was conducted using primary data covering the area of roofs used in rainwater harvesting as well as secondary data in the form of maximum rainfall data in the last 15 years. Water quality testing is conducted by physical quality test of rainwater before and after passing the design of a simple filter tool to produce water quality that meets class II water quality standards. The area of the roof used to catch rainwater is 25 m2, so the average volume of availability accommodated in rainwater reservoirs is 155,31 lt/day with a water loss factor due to runoff of 20%. The capacity of rainwater reservoirs that meet domestic water needs is 330 lt. The design of this simple filter is able to improve the physical quality of rainwater with a predetermined arrangement of filter media.

Co-Authors - Reskiana - Wiranto . Rudiyanto Abiyyu Gustya Putra Adib Khoirul Anas Adlan Adlan Ahmad Abdul Hafiidh Ahmad Fausan Ahmad Fausan Akfia Rizka Kumala Akfia Rizka Kumala, Akfia Rizka Ali, Luki Haidir Allen Kurniawan Amalia Nurul Huda Amelia, Fatihaturrizky Anas, Adib Khoirul Anastasia Elissa Andiko Putro Suryotomo Anggara, Heru Anna Farida Ardiansyah -- -- Ari Sugiarto Arief Sudarmaji, Arief Arien Heryansyah Armin Zuliarti Bambang Pramudya Bani, Aplonia Nia Blandine Lemercier Blandine Lemercier Budi I Setiawan Budi Indra Setiawan Chaerur Rozikin Chusnul Arif Daeng Barang, Millah Hudiyah Dedi Kusnadi Kalsim Elissa, Anastasia Endang Gunawan Eni Sumarni Eni Sumarni Erfiana, Eka Erizal Erizal , Erizal -, Erizal Erizal Erizal Euis Kania Kurniawati Fachrudin, Muhammad Fadli Irsyad Febrita, Joana Firdaus, Muhammad Ihsan G. H. Sumartono Gustya Putra, Abiyyu Hafiidh, Ahmad Abdul Hanhan A Sofiyuddin Harry Imantho Helena Ariesty Helena Ariesty Herry Suhardiyanto Heru Sukoco I Dewa Made Subrata IBNUL QAYIM Ihsani, Nanda Nashiha Irfansyah, Ade Irsyad Syaifudin Isvan Taufik J. Purwanto, Muhammad Yanuar Joana Febrita Joana Febrita Joko Sumarsono Julianto, Baskoro Tri Kazutoshi Osawa Kazutoshi Osawa Khoirunnisa, Hana Kudang Boro Seminar Lionel Bertheir Lionel Berthier Lisma Safitri Liyantono Luthfi Riady Manik, Ayu Sartika Imia Marhabsyah Zhaki Marzan A. Iskandar Matsuda, Hiroshi Millah Hudiyah Daeng Barang Moh Yanuar J Purwanto Muhamad Askari Muhamad Askari Muhamad Budi Saputra Muhammad Ihsan Firdaus Muhammad Yanuar J. Purwanto Muhammad Yanuar J. Purwanto Muhammad Yanuar J. Purwanto Naufal Rudini Nibras Nasyirah Nora H. Pandjaitan Nurlaelah Nurlaelah, Nurlaelah Owen Jacob Notonugroho Pasca Eka Prasetya Popi Redjekiningrum Dwi Mustatiningsih Popi Rejekiningrum Popi Rejekiningrum Prasetya, Dimas Ardi Prastowo Prastowo Prastowo Purwanto, Moh Yanuar J Purwanto, Moh Yanuar Jarwadi Purwanto, Mohammad Yanuar J Puspitasari, Putri Arum Putra, Heriansyah Putri Arum Puspitasari Radius Pranoto Rahmat Isnain Ramadhanis, Zainab Dwi Roh Santoso Roh Santoso Budi W Roh Santoso Budi Waspodo Rozikin, Chaerur Rudi Yanto Rudi Yanto, Rudi rudiyanto Rudiyanto . Rusianto Saputra, Muhamad Budi Setiawan , Budi Indra Setjo, Teguh Budiaji Sofiyuddin, Hanhan A. Sudirman Sirait Suprihatin Suprihatin Sutoyo Sutoyo Tamura, Koremasa Teguh Budiaji Setjo Thaha, Raihan Anwar Utami, Anisa Dwi Vigie Priantika Putra Hutama Wawan Hermawan Willy Bayuardi Suwarno Wiranto . Yanti Susanti Yanto Surdianto Yanuar Chandra Wirasembada Yanuar Chandra Wirasembada Yanuar Chandra Wirasembada Yayu Romdhonah Yudi Chadirin Zhaki, Marhabsyah Zuliarti, Armin

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