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All Journal Maspari Journal International Journal of Science and Engineering (IJSE) TEKNIK Jurnal Presipitasi : Media Komunikasi dan Pengembangan Teknik Lingkungan MEDIA KOMUNIKASI TEKNIK SIPIL Jurnal Ilmu Lingkungan Jurnal Ilmiah Desain & Konstruksi JURNAL KARYA TEKNIK SIPIL Maspari Journal Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia) International Conference on Coastal and Delta Areas Jurnal Ilmiah Dinamika Rekayasa (DINAREK) Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Briliant: Jurnal Riset dan Konseptual RACIC : Rab Construction Research Syntax Literate: Jurnal Ilmiah Indonesia BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil SIKLUS: Jurnal Teknik Sipil Al Qalam: Jurnal Ilmiah Keagamaan dan Kemasyarakatan Media Ilmiah Teknik Sipil Jurnal Pensil : Pendidikan Teknik Sipil Jurnal Teknik Borneo Engineering : Jurnal Teknik Sipil Journal of Sustainable Engineering: Proceedings Series Jurnal Pasopati : Pengabdian Masyarakat dan Inovasi Pengembangan Teknologi International Journal of Engineering, Science and Information Technology Lowland Technology International Dinamika Lingkungan Indonesia Jurnal Profesi Insinyur Indonesia Jurnal Teknik Sipil
S. Suripin
Civil Eng Department Of Diponegoro University Jl. Prof. Sudarto SH No 1 Tembalang, Semarang
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Pengaruh Perubahan Iklim terhadap Hidrograf Banjir di Kanal Banjir Timur Kota Semarang Suripin, Suripin; Kurniani, Dwi
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 22, Nomor 2, DESEMBER 2016
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (906.04 KB) | DOI: 10.14710/mkts.v22i2.12881

Abstract

East Flood Way is one of the rivers in Semarang City that often cause flooding. Flood water level in the East Flood Way is affected by the discharge of storm water runoff and tide (rob). Facts on the ground indicate that the flood water level in the canal tends to increase from year to year. One possible reason is the increased flood discharge associated with climate change, besides the impacts of land use changes. This study aims to analyze the impacts of climate change on rainfall characteristics and their effects on flood hydrograph in the East Flood Way. The study begins with the collection and analysis of historical rainfall data to get a change of rainfall characteristics over time. The flood hydrograph was then analysed by HEC HMS. The results showed that in the period of last 30 years annual rainfall and maximum daily rainfall tended to increase of 22.64 mm / year and 2.56 mm / year consecutively, while the number of rainy days tend to decrease of 4 days / year. As a result of changes in the characteristics of the rainfall, the flood discharge of East Flood Way is expected to increase in the range between the 15.10 m3/s (31.5%) for 2-year return period up to 32.28 m3/s (25.5 %) for 200-year return period.
Menentukan Tipe Pasang Surut dan Muka Air Rencana Perairan Laut Kabupaten Bengkulu Tengah Menggunakan Metode Admiralty ., Fadilah; ., Suripin; Sasongko, Dwi P
Maspari Journal : Marine Science Research Vol 6, No 1 (2014): Edisi Januari
Publisher : UNIVERSITAS SRIWIJAYA

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (467.025 KB) | DOI: 10.36706/maspari.v6i1.1703

Abstract

Pengelolaan  wilayah  pantai  sangat  penting  untuk  mempertahankan  fungsinya  sebagai pelindung  (barrier)  antara  lautan  dan  daratan,  karena  wilayah  ini  berperan  khusus  dalam bidang  pelabuhan,  navigasi,  rekreasi,  dan  sebagainya.  Pasang  surut  merupakan  faktor  utama yang  mempengaruhi  keberadaan  peran-peran  wilayah  pantai  tersebut  sehingga  perlu diperhitungkan dengan baik sebelum melakukan kegiatan di wilayah pantai. Setiap wilayah memiliki kondisi pasang surut yang berbeda-beda. Studi perhitungan dan penentuan  kondisi  pasang  surut  telah  banyak  dilakukan  baik  secara  konvensional  maupun menggunakan  metode  admiralty.  Penelitian  ini  bertujuan  menentukan  komponen  dan  tipe pasang  surut  di  Kabupaten  Bengkulu  Tengah  Provinsi  Bengkulu  menggunakan  metode admiralty.  Hasil  yang  diperoleh  bahwa  perairan  di  Kabupaten  Bengkulu  Tengah  Provinsi Bengkulu  memiliki  pasang  surut  Tipe  Campuran  Condong  Ganda  (Mix  Tide  Prevailing Semidiurnal) dengan tinggi rata-rata muka air laut berkisar 70cm.
Makalah Harjanti, Widyayuni Nur; Darsono, Suseno; Suripin, Suripin
Jurnal Teknik: Media Pengembangan Ilmu dan Aplikasi Teknik Vol 19 No 1 (2020): Jurnal Teknik - Media Pengembangan Ilmu dan Aplikasi Teknik
Publisher : Fakultas Teknik - Universitas Jenderal Achmad Yani

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (711.587 KB) | DOI: 10.26874/jt.vol19no01.139

Abstract

Waduk Raknamo merupakan salah satu waduk yang terletak di Propinsi Nusa Tenggara Timur. Waduk dengan kapasitas tampungan air sebesar 14,09 juta m3 diharapkan dapat memenuhi kebutuhan air masyarakat Desa Raknamo. Namun dalam pengelolaan waduk sering ditemukan masalah, salah satunya yaitu masalah sedimentasi. Penelitian ini bertujuan untuk mengetahui distribusi sedimen pada Waduk Raknamo. Metode yang digunakan menggunakan Metode Pengurangan Luas (Area Reduction Method). Berdasarkan hasil analisis dengan usia guna waduk 50 tahun, dari total jumlah sedimen yang mengendap, kapasitas tampungan mati waduk yang berada pada elevasi +94 m terisi sedimen sebesar 55,21% dari total yang disediakan. Maka dapat disimpulkan bahwa Waduk Raknamo setelah operasional 50 tahun relatif tidak terganggu oleh sedimentasi dan tetap dapat operasional melebihi usia waduk yang direncanakan.
Perubahan Penggunaan Lahan dan Pengaruhnya Terhadap Koefisien Regim Sungai di DAS Kemoning Kabupaten Sampang Kurniawan, Agus Eko; Purnaweni, Hartuti; Suripin, Suripin
Dinamika Lingkungan Indonesia Vol 2, No 1 (2015)
Publisher : Universitas Riau

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (28971.777 KB) | DOI: 10.31258/dli.2.1.p.1-7

Abstract

Studies of changes in land use is essential in the kemoning watershed Sampangregency of East Java Province, due to changes in land use have an impact on the physicalenvironment, social and economic, including its impact on flooding. The purpose of this studywas to analyze changes in land use, using satellite imagery, GIS and cross tabulation,analyzing changes in precipitation computed arithmatik method to obtain the average rainfallin 2004, 2009, and 2013. Analyzing the dynamics of the discharge in the kemoning watershed2004, 2009 and 2013 FJ. Mock method. Analyzing changes in land use and its impact on theriver regime coefficient kemoning watershed. The study states that the decline in land area forforest, mixed garden, open land, mangrove, wetland, scrub, and an increase in landsettlements, field / fields and ponds. The amount of rainfall and flow rates tend to increasefrom 2004 to 2013, as well as the highest rainfall. Coefficient of river regime generally showpoor state of the watershed from 2004 to 2013. Changes in land use of open land (forests,orchard or fields) into land for settlement leads to reduced surface water infiltration,increase runoff, and reduce groundwater recharge it is very influential on the river regimecoefficient. It is an indicator of the environmental damage has occurred to the hydrologicalfunctions, namely a decrease in soil water availability because of the rain water is wasted,and only partially infiltrated into the ground. 
Optimasi Operasi Waduk Dolok dengan Program Dinamik Lisa Adatika; Suripin Suripin; Suseno Darsono
BRILIANT: Jurnal Riset dan Konseptual Vol 6, No 1 (2021): Volume 6 Nomor 1, Februari 2021
Publisher : Universitas Nahdlatul Ulama Blitar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (695.672 KB) | DOI: 10.28926/briliant.v6i1.595

Abstract

Waduk Dolok direncanakan dibangun dengan kapasitas tampungan 34,09 juta m3, tujuannya untuk memenuhi kebutuhan air irigasi dan air baku. Supaya tidak terjadi konflik kepentingan dalam pemanfaatan air maka perlu pengoperasian waduk yang optimal. Penelitian ini bertujuan untuk menyusun pola operasi waduk yang optimal menggunakan program dinamik dengan bantuan software CSUDP. Data inflow, kebutuhan air, evaporasi, faktor pembatas dan diskritisasi diperlukan untuk input program. Keluaran program berupa tahapan, tampungan waduk, pelepasan, dan fungsi tujuan. Rule curve hasil optimasi berada pada zona normal, sehingga rule curve ini bisa dijadikan dasar pengoperasian Waduk Dolok. Waduk Dolok mampu memenuhi kebutuhan air irigasi seluas 1.296 ha, sedangkan sisanya untuk kebutuhan air baku dan pemeliharaan sungai.
Design of Sustainable Road Drainage System Model Andung Yunianta; Suripin; Bagus Hario Setiadji
Journal of Sustainable Engineering: Proceedings Series Vol 1 No 1 (2019)
Publisher : Fakultas Teknik Universitas Sam Ratulangi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35793/joseps.v1i1.5

Abstract

The existing drainage system of roads proposed to manage the quantity of runoff from the road only, while the quality remains uncontrolled. In fact the pollutants and waste originated from the road surface contains hazardous substances. Sustainable drainage system (SUDS) concept offers various structures to solve both quantity and quality problems of surface runoff from roads. One of the potential drainage structure is filter drain or infiltration trench develope along the right side and left side of road. It could be developed by retrofitting the existing drainage channel of the road. The objective of this paper proposes the design model of road drainage based on the concept of a sustainable urban drainage system. The model consists of U-ditch channel, reservoir, an infiltration well. The bottom of U-ditch channel completed with a number of holes to make it porous. The channel filled with aggregate to filter the runoff from the road before flow down into the reservoir beneath. The water is then discharged to infiltration well. The model was developed based on rainfall data and other physical characteristics in Ambarawa City, Semarang Regency, Central Java.The channel dimensions and the depth of aggregate filter were designed base on runoff volume. The relationship among rainfall, runoff volume, area ratio, and drainage dimension are obtained. The results concept of sustainable road drainage is obtained in addressing the quality and quantity of rainwater.
SISTEM DRAINASE PADA JALAN PANTURA: PERMASALAHAN DAN ALTERNATIF SOLUSI Sri Prabandiyani R. Wardani; Muhrozi .; Suripin .; Soebroto .; Bagus Hario Setiadji
Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia) Vol. 2 No. 2 (2016)
Publisher : Himpunan Pengembangan Jalan Indonesia (HPJI)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26593/jh.v2i2.2315.%p

Abstract

Abstract Pantura Jawa Road is one of the most important national roads because this road connects major economic centers in Indonesia, namely Jakarta and Surabaya. An issue recently developed on Pantura Road is premature damage due to the drainage system malfunction. To reveal the drainage system problems at the Pantura Road, this paper described the condition of the existing pavement system and its drainage system, and a review of the design manual of drainage system which is used. The road deterioration on the Pantura Road is caused by the insufficient pavement bearing capacity to carry overloading traffic and to sustain the environment impact along the roads. Therefore, integrated transport infrasatruktur transport discourse for the Pantura Road needs to be realized. To support this discourse and the effort to enhance the Pantura Road, several alternative solutions related to the drainage system on the Pantura Road are proposed at the end of this article with the purpose of maintaining the pavement structure the road so that the road can reach its lifespan. Keywords: Pantura Jawa Road, road pavement systems, road drainage system, road deterioration  Abstrak Jalan Pantura Jawa merupakan salah satu jalan nasional terpenting karena jalan ini menghubungkan pusat perekonomian utama di Indonesia, yaitu Jakarta dan Surabaya. Suatu isu yang berkembang pada Jalan Pantura saat ini adalah kerusakan dini karena terganggunya sistem drainase jalan. Untuk mengungkap permasalahan pada sistem drainase Jalan Pantura, pada artikel ini dipaparkan kondisi sistem perkerasan Jalan Pantura eksisting berikut sistem drainasenya, dan tinjauan terhadap manual desain perencanaan sistem drainase yang telah digunakan. Kerusakan pada Jalan Pantura disebabkan daya dukung perkerasan dan lingkungan di sepanjang jalan tersebut kurang dapat mendukung beban lalulintas berlebih dan pengaruh lingkungan yang ada. Oleh karena itu, wacana untuk melakukan integrasi infrastruktur transportasi di Pantura Jawa diharapkan dapat segera direalisasikan. Untuk mendukung wacana ini dan mendukung upaya pembenahan Jalan Pantura, beberapa alternatif solusi yang terkait dengan sistem drainase pada Jalan Pantura diusulkan pada bagian akhir artikel ini dengan tujuan menjaga struktur perkerasan pada Jalan Pantura agar dapat mencapai akhir umur layanannya. Kata-kata kunci: Jalan Pantura Jawa, sistem perkerasan jalan, sistem drainase jalan, kerusakan jalan
Menentukan Tipe Pasang Surut dan Muka Air Rencana Perairan Laut Kabupaten Bengkulu Tengah Menggunakan Metode Admiralty Fadilah .; Suripin .; Dwi P Sasongko
Maspari Journal : Marine Science Research Vol 6, No 1 (2014): Edisi Januari
Publisher : UNIVERSITAS SRIWIJAYA

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (467.025 KB) | DOI: 10.36706/maspari.v6i1.1703

Abstract

Pengelolaan  wilayah  pantai  sangat  penting  untuk  mempertahankan  fungsinya  sebagai pelindung  (barrier)  antara  lautan  dan  daratan,  karena  wilayah  ini  berperan  khusus  dalam bidang  pelabuhan,  navigasi,  rekreasi,  dan  sebagainya.  Pasang  surut  merupakan  faktor  utama yang  mempengaruhi  keberadaan  peran-peran  wilayah  pantai  tersebut  sehingga  perlu diperhitungkan dengan baik sebelum melakukan kegiatan di wilayah pantai. Setiap wilayah memiliki kondisi pasang surut yang berbeda-beda. Studi perhitungan dan penentuan  kondisi  pasang  surut  telah  banyak  dilakukan  baik  secara  konvensional  maupun menggunakan  metode  admiralty.  Penelitian  ini  bertujuan  menentukan  komponen  dan  tipe pasang  surut  di  Kabupaten  Bengkulu  Tengah  Provinsi  Bengkulu  menggunakan  metode admiralty.  Hasil  yang  diperoleh  bahwa  perairan  di  Kabupaten  Bengkulu  Tengah  Provinsi Bengkulu  memiliki  pasang  surut  Tipe  Campuran  Condong  Ganda  (Mix  Tide  Prevailing Semidiurnal) dengan tinggi rata-rata muka air laut berkisar 70cm.
Optimation Budgeting DistributionModel for Maintaining Irrigation Scheme Sutarto Edhisono; Iwan K. Hadihardaja; Suripin Suripin
International Journal of Science and Engineering Vol 10, No 1 (2016)
Publisher : Chemical Engineering Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (879.563 KB) | DOI: 10.12777/ijse.10.1.35-44

Abstract

Utilization of palm oil  by-product such as palm fronds, leaves, empty fruit bunches (EFB), fiber fruit juice (FFJ), palm to maintenance of irrigation structures are the activities carried out routinely in irrigation areas in order to obtain optimum performance. Required costs of maintenance is provided by government based on the commanding area of irrigation area without taking into account the characteristics of each irrigation area. On the other hand the fund which is provided by the government for the purpose of maintenance of irrigation assets amounting to 40 % of the required, so that necessary special tips is needed to take optimum result of the limited funds to choose which priority irrigation structures. While this selection irrigation structures are maintained/repaired just based on policy of decision makers only. The purpose of this research was to develop an optimization model for distribution of irrigation maintenance cost allocation for the irrigation areas and  make selection to priority irrigation structures for maintenance in order to get optimum results. Location of the research is the  Pondok Irrigation Area (IA) which located in East Java province. This irrigation area  is part of the region Central River Region Solo. Pondok IA. consist of 4 irrigation areas, namely: Dero IA., Sambiroto IA., Padas IA. And Plesungan IA. The study was conducted in two stages : Stage 1 with the aim of allocating the cost of maintenance for each irrigation area in Pondok  IA., which are Dero IA., Sambiroto IA., Padas IA. And Plesungan IA. Stage 2 with the aim of making choice for the priority irrigation structures are maintained/repaired on Dero IA.,  Sambiroto IA., Padas IA. And Plesungan IA. The method used is multi criteria analysis by Analytical Hierarchy Process (AHP) with using a soft ware expert choice 2000. To complete Stage 1used multiple criteria analysis of three levels, with the top level is Pondok IA., then the second level is below, named  criterias which consists of four criterias, namely: Level of Urgency, Productivity, Commanding Area and Cost with in ratio of 4: 3: 2: 1. The lowest level  is named alternatives which consisted of four irrigation areas, namely Dero IA., Sambiroto IA., Padas IA., and Plesungan IA. The data used in this research is PAI Solo data in 2011. Stage 2 of this study is selection priority structures in each irrigation area for maintenance / repair. In this analisis is used multi-criteria analysis  also, where as the top level is the name of each irrigation area. As  criteria there are three criterias, namely: Productivity, Service area, Cost of structure with the weight of each: 3: 2: 1. As the lower level is alternative, which here are the name of the proposed structures. The proposed structures and their specifications are taken from PAI Bengawan Solo data in 2011. The structures which analysed are the structures which in very urgent and urgent condition only. The result is a list of priority irrigation structures which would be maintained from each irrigation area. Results of the  research Stage 1 : From costs available for Pondok  IA.  IDR 749,880,000.-. Dero IA., receive IDR 216,715,320.-; Sambiroto IA., receive IDR 207,716,760.-; Padas IA., receive IDR 173,222,280.-; and Plesungan IA., receive IDR 151,475,760.-. Results of the Stage 2 study is priority structures which would be maintained on each irrigation areas, namely: Dero IA., the name of the structures are: SSDOKa11, BDOKi1, BDOKa6, BDOKa15, SSDOKa14, SSDOKa15, SSDOKa17, SSDOKi1, SSDOKi2
Simulation of Coastal Erosion Model to Support Disaster Mitigation in Coastal Sayung, Demak District Ahsan Habib; Suripin Suripin; Denny Nugroho Sugianto
International Conference on Coastal and Delta Areas Vol 3 (2017): The 3rd International Conference on Coastal and Delta Areas
Publisher : International Conference on Coastal and Delta Areas

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Coastal Sayung, Demak has occurred agricultural land and mangroves conversion for opening the ponds. Land use change inflict 2 small villages sink, namely Tambaksari (1997) and Rejosari (2004). The small villages are damaged by coastal erosion. This coast is an area affected by tides. The study aims to evaluate the erosion in coastal Sayung, by simulation model with mathematic model. The simulation results are calibrated with March and June 2016 bathymetry data. Bathymetry data is obtained by echosounder to acquiring contour depth. Wind data was obtained from NOAA for 10 years. Sediment sampling results indicate the type of silt (72%), clay (24%), and fine sand (4%), with specific gravity 1.51 – 1.85 tons/m3. The data used for hydrodynamics and erosion modeling with mathematic model. The simulation results indicate the greatest erosion value occurs in the transition season I, which is 94,000 m3. Patterns of erosion strongly influenced by the current patterns of a particular season. When the West, current and erosion patterns move towards northeast, and otherwise with the East. The most eroded villages are Sriwulan and Bedono, then Timbulsloko, and the smallest is Surodadi. The results of this study can be used to support disaster mitigation in the coastal Sayung, Demak. Keywords: bathymetry, coastal Sayung, erosion, mathematic model, sediment
Co-Authors ., Muhrozi ., Soebroto Adi Saputra Adika Cakranagara agung fitra siregar Agus Eko Kurniawan, Agus Eko Agus Priyanto Agus Priyanto Ahmad Fauzi Rosandi Ahsan Habib Aji Perdana Wira Utama Alvin Aditya Amir Hadziq Fahmi Andhika Rhama Mahardika Andrean Rahady Juanizar Andreas Tigor Oktaga, Andreas Andrey Suryanto Andung Yunianta Ari Yudha Baskoro Arief Budihardjo, M Arif Kurniawan Ariwibowo, Mohammad Lutfi As'ad, Mohammad Bagus Wiratama Ashri Febrina Rahmasari Aulia Wahyu Rahmawati Bagus Hario Setiadji Benson Limbong bramantyo herawanto Bramantyo Herawanto Brian Ridhlo Adila Darwin Pakpahan, Darwin Denny Nugroho Sugianto Desyta Ulfiana Dwi Kurniani Dwi Kurniani Dwi Kurniani Dwi Kurniani Dwi Purwantoro Sasongko Dwi Yuliasari Dwitama Aji Putriana Dyah Ari Wulandari Dyah Ari Wulandari Evi Rahmawati Fadilah . Fadilah . Fahmi Anggriawan Yulianto Faqih, Nasyiin Fredy suryanto Hari Budieny Hari Budieny Hari Nugroho Hari Nugroho Harjanti, Widyayuni Nur Hartuti Purnaweni Hartyan, Dionysius Edna Hary Budieny Hary Budieny Hendri Wijaya, Hendri Henny Herawati heru budhi krisnanto Hidayat Pawitan Ignatius Sriyana Ignatius Sriyana intan fauziah ramadhini Iwan K. Hadihardaja Jati Utomo Dwi Hatmoko Joko Windarto Kartini Kartini Khoirul Murod Kikis Dinar Yuliesti Kinathi Fitria Krisma Adijaya Lisa Adatika Luckman Ismail M. Januar J.P. Maknun, Dillon Asmara Martin Martunas Agung P.S. Marupa, Ivan Matias Roy Adi Wijaya, Matias Muchammad Chusni Irfany Muhammad Firqotul Ulum Muhammad Helmi Muhrozi . Nastain Nur Yuwono Nur Yuwono Osfaldo, O Pradnya Paramita Soka Pudyawati Pranoto Samto Atmodjo Prasetyo Hari Wibowo Pratama, Alfyan Amar Priyo Nugroho priyo Nugroho P. Priyo Nugroho Parmantoro Propezite Nurhutama Mustain Purwanto Purwanto Qomaruddin, Mochammad Rahadianti Kusuma Dewi Ratih Pujiastuti Ricky Zefri Riekea Astika Putri Gultom Rudi Yuniarto Adi Sahat Hamanangan Sinaga Salamun Salamun Salamun Salamun Salamun Salamun Satriyo Pandu Wicaksono Simbolon, Bernas Slamet Hargono Soebroto . Sri Eko Wahyuni Sri Prabandiyani R. Wardani Sri Prabandiyani R. Wardani, Sri Prabandiyani R. Sri Sangkawati Sachro Sri Sangkawati Sachro, Sri Sriyana Sriyana Sudarno Sudarno Sudarno Sudarnoutaomo Sudarnoutaomo Suharyanto Suharyanto Suharyanto Suharyanto Suharyanto SUHARYANTO SUHARYANTO Sukma Adji Nugrahedi Sumbogo Pranoto Suprapto Suprapto Suprapto Suprapto surya adi kusuma Suseno Darsono Suseno Darsono Suseno Darsono Sutarto Edhisono Sutrisno Gultom Syafrudin Syafrudin TATI NURHAYATI Taufik Dani Thomas Resa Putra Tri Pambudi, Tri Trias Wigyarianto Vita Ariesta Fitriana Wahyudi Wahyudi Widyayuni Nur Harjanti Wisnu Prianto Zefri, Ricky