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Reviews in Civil Engineering
Published by Universitas Tidar
ISSN : 26143100     EISSN : 26143119     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
RiCE: Reviews in Civil Engineering is aim to publish high-quality articles to all aspect in civil engineering and environmental engineering, with ISSN 2614-3100(print) and 2614-3119 (electronic). This Journal is reviewed by double-blind review process and scientific open access journal. It is published by Civil Engineering, Engineering Faculty, Tidar University. Rice published twice a year (bi-annual) in March and September.
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Articles 5 Documents
 1 
Search results for , issue "Vol 2, No 1 (2018): Reviews in Civil Engineering" : 5 Documents clear
Analysis Of Surface Runoff Potential At Medan Industrial Estate Use SCS Method Yudha Hanova
Reviews in Civil Engineering Vol 2, No 1 (2018): Reviews in Civil Engineering
Publisher : Universitas Tidar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31002/rice.v2i1.658

Abstract

Flood disaster at the region Medan Industrial Estate resulted the losses in infrastructure, farming, and residence. Flood discharge at Medan Industrial Estate are influenced by surface runoff from several catchment area in Medan Industrial Estate. Analysis of potential for surface runoff is expected to provide input and information to find alternative solutions appropriate flood mitigation. Discharge of surface runoff were analyzed using SCS method with the return period of 1, 2 and 5 Years. Rainfall data are obtained BMKG Stations of Maritim Belawan. Effective rainfall calculated using SCS-CN method on condition AMC III (wet conditions). The results of the analysis of the potential for surface runoff maximum for 1 year return period on DAS I, II, III, IV, V, and VI was 17.631 m3/s, 22.183 m3/s, 12.621 m3/s, 11.338 m3/s, 18.224 m3/st, dan 15.839 m3/s. To return period of 2 years was 31.234 m3/sec, 39.235 m3/s, 22.351 m3/det, 20.044 m3/det, 32.300 m3/det, dan 28.097 m3/det. For the return period of 5 years is 45.346 m3/s, 56.926 m3/s, 32.446 m3/s, 29.076 m3/s, 46.903 m3/s, dan 40.816 m3/s.
OPTIMIZATION OF IMPLEMENTATION OF SYSTEM IRRIGATION FOR IMPROVING AGRICULTURAL RESULTS IN CEPU-BLORA Hariyanto Hariyanto
Reviews in Civil Engineering Vol 2, No 1 (2018): Reviews in Civil Engineering
Publisher : Universitas Tidar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31002/rice.v2i1.677

Abstract

The results showed that 9 (nine) villages implemented technical irrigation by utilizing underground water as irrigation network in each plot of farmer land there was one village applying an irrigation network of open tapping channel from the river.The results showed that there were 8 (eight) villages with rain-fed irrigation system. Farmers harvested in Cepu from 17 villages on average of 2.35 tons in 2015 and 2.33 in 2016 average land area of 0.5 ha. Types of irrigation networks covered by 0.42 m3 / min average water discharge able to win the average land of 0.5 ha for 40 hours (two days) of water flowing into rice fields, planting pattern with SRI method applying 2/10 to achieve optimal and efficient results water usage
ANALISA KUAT TEKAN MORTAR BETON FLY ASH DARI INDUSTRI PLTU TANJUNG JATI B JEPARA DENGAN MENGGUNAKAN PASIR SUNGAI TEMPUR KABUPATEN JEPARA Mochammad Qomaruddin; Ariyanto Ariyanto; Yayan Adi Saputro; Sudarno Sudarno
Reviews in Civil Engineering Vol 2, No 1 (2018): Reviews in Civil Engineering
Publisher : Universitas Tidar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31002/rice.v2i1.678

Abstract

AbstrakPLTU Tanjung Jati B Jepara merupakan salah satu perusahaan yang bergerak dibidang pembangkit listrik yang memiliki peran besar terhadap kemajuan diberbagai sektor. Hal yang perlu diperhatikan adalah limbah yang dihasilkan oleh PLTU tersebut, salah satu limbah B3 yang dihasilkan adalah fly ash dan bottom ash. Setiap jenis batu bara yang dibakar pasti memiliki prilaku yang berbeda. Limbah yang dihasilkan akan dapat memberi kemanfaatan yang besar apabila mampu mengolahnya menjadi suatu produk yang berguna bagi masyarakat. Adapun tahapan yang akan dilaksanakan dalam penelitian ini adalah: persiapan bahan dan alat, pengujian bahan penyususn, pembuatan benda uji, pengujian benda uji, analisis data dan pembahasan, serta kesimpulan dan saran. Masing-masing campuran benda uji akan diuji pada umur tiga hari, tujuh hari, 14 hari, dan 28 hari. Hasil dari pengujian analisa saringan agregat halus pada pasir tempur diperoleh Modulus Kehalusan Butiran (FM) sebesar 3,805 tergolong kategori butiran yang sangat kasar. Dari percobaan dengan mix design yang telah ditentukan, diperoleh penambahan fly ash dari PLTU Tanjung Jati B Jepara yang menghasilkan kuat tekan mortar tertinggi adalah prosentase Penambahan 20% sampai 30%. Didapat kuat tekan mortar rata-rata yang tertinggi pada campuran semen 80% dengan fly ash 20% sebesar 8,63 MPa dan campuran semen 70% dengan fly ash 30% sebesar 8,57 MPa. Sedangkan yang memiliki kuat tekan terendah pada campuran semen 50% dengan fly ash 50% sebesar 5,05 MPa. Prosentasi fly ash >30% berturut-turut menghasilkan kuat tekan lebih rendah. Kata kunci    : fly ash, pasir Tempur, mortar, kuat tekan.  
ANALISIS TEBAL PERKERASAN JALAN RAYA MAGELANG-PURWOREJO KM 8 SAMPAI KM 9 MENGGUNAKAN METODE BINA MARGA 1987 Sudarno Sudarno; Lulut Fadhilah; Achmad Afif; Siti Nurobingatun; Heru Hariyadi; Abdul Mufid
Reviews in Civil Engineering Vol 2, No 1 (2018): Reviews in Civil Engineering
Publisher : Universitas Tidar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31002/rice.v2i1.689

Abstract

Abstrak. The Highway that connect Magelang Purworejo is one of the Collector roads in Central Java. Magelang-Purworejo’s Highway has a fairly high traffic load, based on a survey conducted by LHR in 2017 of 4392 vehicles. A high enough amount of LHR causes the road to damage the hair cracked. Based on the above, the thickness of the pavement or overlay is planned. This plan begins with a survey of the number of passing vehicles for twenty-four hours (LHR), then surveying the carrying capacity of ground using DCP tools, then measuring the skill of using digital teodholit. Then look for references and secondary data in the form of traffic growth, rainfall data and road class data. After all the data obtained then calculated the thickness of road pavement using the method of Bina Marga 1987. Based on these calculations obtained the required re-layer is 3 cm.Key word: road pavement, overlay, dynamic cone penetrometer
ANALISIS GEOMETRIK PADA TIKUNGAN RUAS JALAN RAYA MAGELANG-KOPENG DAN RAYA SOEKARNO-HATTA (PERTIGAAN CANGUK) Febri Kurniawan; Sudarno Sudarno
Reviews in Civil Engineering Vol 2, No 1 (2018): Reviews in Civil Engineering
Publisher : Universitas Tidar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31002/rice.v2i1.691

Abstract

Abstract. On Magelang-Kopeng road and Soekarno-Hatta road there has been long traffic jam. This is due to the density of vehicles resulting in accumulation of motor vehicles. In addition, the curves that are at the junction Canguk also too cornering and not meet the standards set by the government. Like a bend with fingers that are too sharp, incomplete slope and curves are in the hill area. The purpose of this study is to analyze the geometry of the bend so that road users can pass safely and comfortably. This research method is done several steps, namely: problem formulation, survey location, data collection, data processing so that obtained the relevant analysis. The results of this study resulted in the calculation that the bends at the Canguk junction Magelang City are planned technically using horizontal alignment with Spiral Circle Spiral type and the required curve bend of 1.91 metres and super elevation must be improved so that road users can pass safely and comfortably.Keyword : geometric, bend, horizontal alignment, analysis

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