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Articles

Desain Karakteristik Kapal Markas Untuk Operasi Pengamanan Perairan Perbatasan dan Dukungan Penanganan Pasca Bencana Alam Pada Masyarakat Pulau Terluar Samudro, Samudro; Kadir, Abdul
Majalah Ilmiah Pengkajian Industri Vol 10, No 3 (2016): Majalah Ilmiah Pengkajian Industri
Publisher : BPPT

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29122/mipi.v10i3.1630

Abstract

Ditinjau dari segi kedaulatan dan pertahanan-keamanan nasional, keberadaan pulau-pulau terluar di perairan perbatasan di bagian utara Sulawesi Utara mempunyai arti strategis bagi Indonesia dan layak untuk diamankan. Di sisi lain. wilayah geografis Sulawesi Utara dengan beberapa gunung berapi dan perairan terbuka  menghadap ke samudra Pasifik, rawan terjadi bencana alam gempa dan Tsunami.  Secara konseptual strategis perlu dikaji kebutuhan sarana dukung transportasi - kapal untuk pengamanan pulau-pulau terluar serta untuk kesiagaan penanganan bencana alam bagi masyarakat wilayah perairan perbatasan. Karenanya pada kajian ini dilakukan studi disain prototip kapal markas yang dilengkapi bulbous-bow untuk mampu beroperasi sesuai karakteristik pada perairan perbatasan bergelombang tinggi, serta berfungsi sebagai sarana dukung operasional patroli pengamanan perairan perbatasan dan penanganan pasca bencana alam. Desain kapal markas panjang 66 m dengan daya 2x155 HP, kecepatan dinas 12,5 Knot telah diuji model di laboratorium hidrodinamika untuk kemampuan ship powering, maneuvring dan sea-keeping dengan hasil memenuhi ketentuan persyaratan  IMO
PERENCANAAN BANGUNAN PENGENDALI SEDIMEN DAERAH ALIRAN SUNGAI KREO KOTA SEMARANG Wijayanto, Wahyu Dwi; Nurrahmat, Nurrahmat; Kadir, Abdul; Parmantoro, Priyo Nugroho
JURNAL KARYA TEKNIK SIPIL Volume 3, Nomor 2, Tahun 2014
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

Kreo River is the part of Garang River which located in Semarang City and the area of this river is 61,059 km2. Kreo River is one of sedimentation contributor for Jatibarang Dam,  an estimated 387,33 Ton/Ha/Years sedimentation which enter in Jatibarang Dam are come from this river. One of the solution for the sedimentation and erosion problem in river is by developing building controller sedimentation or similar called check dam. From the calculation, check dam planned to have physical like as follows : the peak elevation of spillway  main dam in the elevation + 187,419 m with highly effective is  4 m and deepness of foundation is  2 m, wide of spillway main dam  obtained 45 m, with Q plan return period 100 years  to 216,475 m3/s, high of wings main dam  is 3 m at elevation  + 190,419 m with highly of  surveillance is 0,8 m, main dam construction use rubble stone masonry, elevation of peak spillway sub at + 185,419 m with highly obtained 2 m and deepness foundation until 2 m, sub dam construction use rubble stone masonry, the elevation of protection floor at +183,419 m with thickness until 1 m, the construction use rubble stone masonry.
PERENCANAAN PEMBANGKIT LISTRIK TENAGA MINI HIDRO DI SUNGAI LOGAWA, KABUPATEN BANYUMAS Ramadhan, Apriadi Ali; Asyari, Arie Al; Suharyanto, Suharyanto; Kadir, Abdul
JURNAL KARYA TEKNIK SIPIL Volume 2, Nomor 2, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

Electricity is a basic human need. Human activity will be disrupted if the availability of electrical energy is also affected. This condition is also currently being experienced by the people of Indonesia. There has been an energy crisis in some regions of Indonesia, particularly in Java - Bali where the area is the center of activity in Indonesia. This is indicated by the frequent occurrence of blackouts in rotation as in most cities in Indonesia. The crisis caused by an imbalance between  supply and demand of electricity usage. Meanwhile, the ability of the government, in this case the PLN in providing the electricity needs is very limited. Therefore, the government is encouraging private sectors and communities to participate in the production of alternative energy, one of which is the Mini Hydro Power Plant. Banyumas Regency has a potential river to build as Mini Hydro Power Plant. This mini hydro power plant will utilize the waterflow from the rivers. The electrical energy produced will be supplied to the Java ? Bali interconnection network so that electricity supply can increase the Java ? Bali capacity. In this  PLTMH  Logawa is planned to generate 616 kWh of power which can serve approximately 600 homes with the assumption that the usage of the power is about  900 watts per hours. It requires investment funds for the construction works amounting to Rp.25,265,787,700,-
PERENCANAAN CHECK DAM KALI GUNG KABUPATEN TEGAL Yulianto, Anwar Eko; Jonatan, Yunus; Edhisono, Sutarto; Kadir, Abdul
JURNAL KARYA TEKNIK SIPIL Volume 3, Nomor 3, Tahun 2014
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

Gung watershed is part of the watershed which located in Tegal regency with an area of 45.65 km2 where Gung River as its main river . Gung river conditions at this time had a reduction in the flow of flood discharge due to reduced cross-sectional area of the river (river capacities) due to sedimentation . The main cause of the high rate of sedimentation is the destruction of water catchment areas and land management less attention to the principles of conservation land . Therefore it is very necessary management effective river drainage area with emphasis on the conservation and protection of the land (in particular critical area) and water, especially in the upstream of the river. One of the countermeasures for erosion and sedimentation problems in this river is by building sediment control structure or so-called check dam . From the calculations have been done, check dam was designed to have the following features: spillway crest of the main dam at El. +431.500 m, 4 m dam height and 3.2 m foundation depth, bottom width obtained by 20 m, flood design discharge with 50 years return period was 502.368 m3/sec, height of wing crests was 6.469 m at El.+437.969 m with 1.0 m freeboard, construction of the main dam was stone masonry; spillway crest of the sub dam at El.+429.000 m with 1.5 m height and 2.5 m foundation depth, height of wing crests was 6.567 m at El.+435.567 m with 1.0 m freeboard, construction of the sub dam was stone masonry. The apron elevation was El.+427.500 m with 1.8 m thickness. The apron protection was concrete in quality K 175 with 1.5 m thickness (bottom layer) and quality K 225 with 0.3 m thickness (upper layer/blanket).
PERENCANAAN EMBUNG TAMANREJO KECAMATAN SUKOREJO, KABUPATEN KENDAL Narayana, Arvie; W., Bachtiar Khoirom; Kadir, Abdul; Kurniani, Dwi
JURNAL KARYA TEKNIK SIPIL Volume 4, Nomor 1, Tahun 2015
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

Residents in the village Tamanrejo, District Sukorejo, Kendal in general to work as farmers who rely on irrigation water requirements of Kajar river to irrigate the fields. But it is not uncommon for residents of the village Tamanrejo crop failures due to river discharge Kajar can not meet the needs of irrigation water. To overcome this building constructed in the form of reservoir water. Extensive watershed of Embung Tamanrejo is 12,88 km2 . Embung Tamanrejo planned to meet the needs of irrigation water in the District Sukorejo, irrigation area that will be served an area of 750 hectares. Determination of dimensions Embung Tamanrejo using flood discharge plan of HSS Gama first method of 83,189 m3 / sec with a return period of 50 years. Debit mainstay Kajar River is calculated based on the method of water balance. In August to November there is a shortage of water at 95.822,61 m3. Small Dam volume of 162.636,19 m3 is at an elevation of + 140,00m to + 148,00m. The results of the water balance calculations indicate that the volume of 162.636,19 m3 can meet the need of irrigation water when the river flow shortage. Development Embung Tamanrejo be making buildings with construction masonry spillway and dam body using land fill. Embung planned height of 11 m, with a base elevation at the dam crest elevation +140,00 m and the top reservoir at +151,00 m. Dam crest width 5,00 m, the upstream slope of 1:3 and the downstream slope of 1: 2,25. In planning Embung Tamanrejo used Concrete drop Open Ogee type (overflow spillway) with a width of 25 m, a length of 13 m and a peak elevation at +148,00 m, using an megrim USBR Type III with a length of 5,00 m.Plan implementation time is 24 weeks with work plan budget of RP.6.258.700.000,00 ( Six Billion Two Hundred Fiffty Eigth Million Seven Hundred Thousand Rupiah). Conclusion with built small dam can overcome the shortage of irrigation water
PEMANFAATAN KRIB UNTUK PENGGELONTORAN SEDIMEN PADA MUARA SUNGAI (STUDI KASUS MUARA SUNGAI JUWANA) Widhiasmoro, Jati; Putra, Perdana Gutomo; Salamun, Salamun; Kadir, Abdul
JURNAL KARYA TEKNIK SIPIL Volume 2, Nomor 4, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

Sedimentation is often happen in low-ground area. Where the minimum slope of the river caused a low-velocity in river flow. A low-velocity flow made the particles of sand drownded to the river bed because of the gravity. Low-velocity flow also cause by the tide of sea. It is why sedimentation is happen in estuary.In Juwana river case, using SMS 8.1 software with RMA2 model, on the highest tide, with the quantity of river-flow is 100 m3/s gained 0,15 m/s of the river velocity. Based on Hjulstorm diagram (Sundborg modification), with this velocity of river flow, will cause a sediment of anykind sand-particle.  Placing 6 of 45x45 square piles, 2 m between each pile on formation and placed every 50 m along side the river and when the river quantity is 100 m3/s at the highest tide, give a significant additional speed. It will rising the velocity up between 0,14 to 0,17 m/s.  In other word, the velocity of Juwana river becomes 0,29 m/s to 0,32 m/s, which is high enough to flush a fine-sand sediment.
ILMU DAN HIKMAH DALAM PERSPEKTIF DAKWAH NABI Kadir, Abdul
Jurnal Da'wah: Risalah Merintis, Da'wah Melanjutkan Vol. 1 No. 01 (2018): Jurnal Da'wah: Risalah Merintis, Da'wah Melanjutkan
Publisher : Program Studi Komunikasi Penyiaran Islam STID Mohammad Natsir

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (878.748 KB) | DOI: 10.38214/jurnaldawahstidnatsir.v1i01.3

Abstract

Tujuan Penelitian: Untuk mengetahui ilmu dan hikmah dalam perspektif da?wah Nabi. Metode Penelitian: Kualitatif. Hasil Penelitian: Seorang da?i harus memiliki ilmu tentang cara-cara berdakwah dan materi yang akan didakwahkannya, seorang da?i juga harus menyampaikan dakwahnya dengan hikmah atau penuh kebijaksanaan dan kelemahlembutan. Jika dua prinsip ini tidak dimiliki seorang da?i, maka bisa jadi dakwahnya malah akan menimbulkan kerusakan dan menyebabkan orang lain memandang negatif terhadap dakwah
KESADARAN HUKUM MASYARAKAT KOTA BATU TERHADAP KEPEMILIKAN AKTA KELAHIRAN PERSPEKTIF LEGAL CULTURE Kadir, Abdul
Sakina: Journal of Family Studies Vol 3 No 3 (2019): Family Issue
Publisher : Fakultas Syariah Universitas Islam Negeri Maulana Malik Ibrahim Malang

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Abstract

Penegakan hukum di Indonesia belum maksimal ditegakkan. Penelitian ini bertujuan untuk mendeskripsikan pertama, pemahaman hukum masyarakat kota Batu terhadap kepemilikan akta kelahiran. Kedua, strategi yang dilakukan oleh Komunitas Sadar Hukum Pemerintah Kota Batu dalam menyadarkan masyarakat tentang hukum, khususnya tertib administrasi kependudukan kepemilikan akta kelahiran. Penelitian ini merupakan penelitian empiris dengan pendekatan yuridis sosiologis, yang bertumpu kepada data primer yang didapat melalui wawancara, selain data primer, data sekunder juga dibutuhkan dalam penelitian ini yang didapat melalui studi dokumen dan kepustakaan. Semua data ini dianalisa secara deskriptif kualitatif. Hasil penelitian ini adalah, pertama, kesadaran hukum masyarakat kota Batu berada pada level intrumentalis bukan fundamentalis, artinya sadar hukum karena ada ancaman yang bisa didapat jika hukum tidak dipatuhi. Kedua: program yang dilakukan oleh Komunitas Sadar Hukum Kota Batu dalam membangun atau menciptkan budaya sadar hukum, yaitu melalui penyuluhan hukum, hanya saja strateginya yang cukup jitu, yaitu menggunakan dua metode sekaligus, yaitu penyuluhan secara langsung dan tidak langsung yang berbasis dengan tekonologi informasi yang dilakukan secara berkelanjutan, di forum formal maupun non formal. Metode ini diimplementasikan dengan menggunakan pendekatan persuasive, edukatif, komunikatif, akomodatif dan diperkaya dengan simulasi yang berkaitan dengan materi hukum yang disuluhkan
WAKAF TUNAI SEBAGAI INSTRUMENT DALAM PENINGKATAN EKONOMI UMAT kadir, abdul
Syariah: Jurnal Hukum dan Pemikiran Vol 16, No 2 (2016)
Publisher : Universitas Islam Negeri Antasari Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.18592/sy.v16i2.1435

Abstract

Dalam sejarah Islam, wakaf telah memainkan peran yang sangat signifikan dalam meningkatkan kesejahteraan kaum muslimin, baik di bidang pendidikan, pelayanan kesehatan, pelayanan sosial dan kepentingan umum, keagamaan, pengembangan ilmu pengetahuan dan peradaban Islam secara umum. Salah satu bentuk wakaf yang berkembang di zaman klasik Islam bahkan sampai zaman modern ini adalah wakaf tunai. Untuk mengoptimalisasi wakaf tunai, maka tulisan ini akan difokuskan pada dua aspek besar yaitu pembangunan yang bersifat fisik dan pemberdayaan dan pengembangan. Penyaluran dana hasil wakaf itu bisa untuk: 1). Dalam bidang pendidikan, 2). Dalam bidang kesehatan dan fasilitas Rumah Sakit, 3). Dalam bidang pelayanan sosial, 4). Dalam bidang pengembangan usaha kecil dan menengah (UKM)
PERENCANAAN JARINGAN DISTRIBUSI AIR BERSIH PERUMNAS BANYUMANIK KOTA SEMARANG Finanda, Rio Dessika; Nurhuda, Saefudin; Kadir, Abdul; Salamun, Salamun
JURNAL KARYA TEKNIK SIPIL Volume 2, Nomor 3, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

With the increasing number of residents in the area Banyumanik, then the rank of the need for clean water needs of the population will also rise. Then the distribution network planning needs to be done to improve public services and Semarang in the current period and future. Development of water supply systems for the necessary existence of the concept of planning, designing, implementing, and operating a mature work by considering the social, economic, physical state area, and urban land use. This study aims to determine the water needs until 2021. Analysis of pressure and continuity performed with theoretical analysis and program Epanet as controls, customized to the needs of water every hour.mThe planning construction of water distribution networks in the form of the amount of data required and the conditions of residence as a basis for planning. Projections of future population growth can be calculated from the rate of population growth the last 5 years ie 2007 s / d 2011, obtained data from the Central Bureau and Statistics. And projected population growth is calculated using the geometric method, so that can be projected on the population in the city of Semarang Banyumanik Housing until 2021 amounted to 45.309 people. Need for clean water the planning criteria can be based on water table of DPU Human Settlements, the calculation of the population in 2021 Housing Banyumanik average - average of 98 liters / second and the need for clean water at the peak 147 liters / second. Analysis and planning of water distribution using the program Epanet 2.0. Results from analysis and planning, distribution network to run smoothly until the year 2021 it was replacement of existing piping system that is not enough with PVC pipe along the 715 m Ø250, Ø250 PVC pipe along the 610 m, pipe Ø250 PVC along 199 m. Total budget proposed for the development of water distribution networks in the National Housing Authority Banyumanik is Rp.1.028.000.000, 00. With long work for 24 weeks.
Co-Authors ,, Junaidin Abdul Qadar Punagi Adi Setyo Christanto Aditya Yoga Kusuma Adriadi, Rekho Adris Ade Putra Ahmad Ridwan Al Falah Ansar Ansar Ansarullah, Ansarullah Anwar Eko Yulianto Apriadi Ali Ramadhan Arie Al Asyari Arif Budiman Arif Wicaksono Arvie Narayana Aslina, Aslina Bachtiar Khoirom W., Bachtiar Khoirom Bachtiar Khoironi Wibowo Badaruddin Badaruddin Bahtiar Bahtiar BB, Suryani Beni Cahyadi, Beni Budi Rofelawaty Dauly, Sayed Muhammad Dwi Kurniani Dwirgo Sahlinal, Dwirgo Dyah Mustika, Dyah Ebit, Ebit Efrianti, Kumara Eka Savitri Eny Purwandari Evans, Gunterus Fitria, Elfa Gina Giftia Azmiana, Gina Giftia Gunawan Gunawan Gustav A Wattimena, Gustav A Hadiningsih, Chintriany Hajeni, Hajeni Hakim, Nurwahidin Hardjo, Marhaen hardjono, Soegeng hardjono, Soegeng Hari Budieny Heri Kusmanto, Heri Hidayati, Wiwik Ika Mariska Insap Santoso, Insap Isnaini Isnaini Istiqamah, Septina Nur Iwan junaedi Jati Widhiasmoro Jauhar, ST juliani dan, juliani Junaid, Muhammad Kartika, Chlara Sinta Duri Kodrat, Linda Koko Mulyanto Angkat, Koko Krisnajaya, Arjuna La Husen Zuada, La Husen Limardjo, Arief Lubis, Abdullah Afifuddin Magribi, La Ode Muh. Mochammad Hatta Monalisa Gherardini, Monalisa Muhammad Basri Munawir Munawir Mustafa, La Ode Noviyanti Alfian, Noviyanti Novlentina Pasi, Novlentina Nur Intan, Nur Nurrahmat Nurrahmat Oktaviana Putri, Aisyah Pamungkas, Anton Respati Paulus Insap Santosa Perdana Gutomo Putra Perkasa, Fajar Priyo Nugroho Parmantoro Pungky Dwi Saputra Putri, Dwi Nur Anisya Rahardjo, Sutji P. Rambe, Jenny Yelina Reza Juan Prakasa Ridho Anggoro Rio Dessika Finanda Riskiana Djamin Rizky Amaliyah, Wa Ode Rochmad Rochmad Rodi Rodi, Rodi Rospianti, Ayu s, Sartini s, Syahrijuita Saefudin Nurhuda Salamun Salamun Saldi Saldi, Saldi Saleh, Djuliati Samrin Samrin, Samrin Samudro, Samudro Samudro, Samudro Santosa, P Insap Sedjawidada R Sedjawidada, Raden Senggo, Senggo Shafira, Firda Sirojuzilam, Sirjuzilam Situngkir, Biliater SUHARYANTO SUHARYANTO Surjono H Sutjahjo, Surjono H Sustiyatik, Enni Sutarto Edhisono Suyono Suyono Syamsuddin Syamsuddin Tamrin Tamrin Tandi, Rahman Tandi, Rahman Teguh Bharata Adji Thaba, Aziz Ucu Cahyana, Ucu utha, arifin Vieka Aprilya Intanny, Vieka Aprilya Wahyu Dwi Wijayanto Wahyu, Wahyuni Wedy Jhonson Simanjuntak, Wedy Jhonson Yamin, Muh Nur Yudhiarti, Ndaru Putri Yuningsih Yuningsih Yunus Jonatan Zulkifli Lubis