Randy Setiawan
Program Studi Teknik Sipil Universitas Teknokrat Indonesia

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REVITALISASI JARINGAN IRIGASI RAWA SUB-SEKUNDER UNTUK MENINGKATKAN PRODUKTIFITAS HASIL PERTANIAN (STUDI KASUS IRIGASI SUB-SEKUNDER RAWA PITU SP 2) Arifaini, Nur; Zakaria, Ahmad; Setiawan, Randy
Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol 18, No 3 (2014): Edisi Desember 2014
Publisher : UNIVERSITAS LAMPUNG

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Abstract

Lampung Province has a fairly wide swamp area, one of them is in Rawa Pitu area. Swamp irri- gation in Rawa Pitu area has not been used extensively. The purpose of this research is to conduct a study, analysis, and systematically arranged recommendations on revitalizing Rawa Pitu swamp area that can be optimized to increase food crops production in order to improve the welfare of society. The research site is located in the sub-district of Rawa Pitu, Tulang Bawang regency. The location of Rawa Pitu is between the Tulang Bawang and the Pidada rivers. Analysis in this study is more focused on the revitalization of the sub-secondary of swamp irrigation system to increase agricultural productivity in Rawa Pitu area by comparing before and after revitalization. From the calculation, it is obtained that: the maximum of 3 days cumulative daily rainfall with the 5 years return period is obtained 104,12 mm and the amount of drainage modulus is obtained at 4,016 mm / day. Agricultural yield before revitalized, for the rice, the profit is Rp.13.697.819.386,- and for the crops, the profit is Rp.12.452.563.078.-. Agricultural production after revitalized is in- crease, for the rice, the profit is Rp.18.739.594.819,- and for the crops, the profit is Rp.17.035.995.290,-. The value of benefit cost ratio is about 1,38 and it is greater than 1,0, so that there is a profit, and net present value is positive, it is Rp.7.642.988.768,-.
PENGARUH SULFAT PADA KEKUATAN BETON YANG MENGGUNAKAN LIMBAH BATU BARA SEBAGAI BAHAN PENGGANTI SEMEN Randy Setiawan; Fera Lestari; Dian Pratiwi
Jurnal Teknik Sipil Vol 8, No 2 (2017): Oktober
Publisher : Universitas Bandar Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (757.902 KB) | DOI: 10.36448/jts.v8i2.1130

Abstract

Many industries meet the electricity needs by establishing their own Steam Power (power plant) coal-fired. Burning coal produces waste in the form of fly ash (fly ash) in very much. Therefore, this study uses fly ash concrete-making materials such as cement replacement.   In  this  research,  test  the  strength  of  normal  concrete  and  geopolymer  concrete  cube  measuring  15  x 15 X15 cm 3. Materials used in this study were sand (fine aggregate), gravel / split (coarse aggregate), water, NaOH  solution,  fly  ash  /  fly  ash,  cement,  alkaline  activator  is  a  solution  of  sodium  silicate,  sodium hydroxide, sulfate and water. Measurement of compressive strength of geopolymer concrete and ordinary concrete  with  each  of  treated  water  tidal  sulfate  (treatment  on  ferrocement  tanks)  and  untreated  water tidal  sulfate  at  daily  intervals  to  the  1st,  7th,  14th,  21st  ,  to-28.  Each  daily  intervals  used  5  pieces  of concrete. Analysis of the data used is the ratio between the compressive strength of ordinary concrete and geopolymer.   Conclusion of this research is fly ash can be used instead of 100% cement to mix concrete. Sulfuric affect the  strength  of  normal  concrete.  While  on  geopolymer  concrete  sulfate  solution  has  not  yet  affected  the strength of concrete.
PERHITUNGAN DIMENSI SEAWALL MENGGUNAKAN LAZARUS Fera Lestari; Randy Setiawan; Dian Pratiwi
Jurnal Teknik Sipil Vol 9, No 1 (2018): April
Publisher : Universitas Bandar Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (692.756 KB) | DOI: 10.36448/jts.v9i1.1136

Abstract

PT.  Daya  Radar  Utama  has  built  and  repaired various  types  of  ships  including  steel,  aluminum alloy, and fiberglass reinforced plastic.  In  general,  Graving  Dock  and  Noahtu  Port Bandar Lampung provide supporting facilities for repairs  of  large  capacity  ships  (maximum  30000 DWT),  Complete  facilities  and  infrastructure  for progress in the field of sea transportation. A wave barrier  is  needed  to  support  the  activities  in Graving  Dock  and  the  Port  of  Noahtu  Bandar Lampung in the form of seawall. Seawall or beach walls  are  beach  buildings  that  are  built  on  the coastline  or  on  land  that  are  used  to  protect  the beach directly from wave attacks. The  location  of  this  study  was  carried  out  in  the city  of  Bandar  Lampung  with  research  objects, namely  on  the  pier  and  PT.  Daya  Radar  Utama. Data  collection  in  this  study  consisted  of  wind data, wave data, tide data, soil data, and sediment data.  These  data  are  obtained  from  the  planning data of the dock construction in the company PT. Daya Radar Utama.To  make  it  easier  to  get  the  dimensions  of  the seawall,  a  tool  is  needed  to  simplify  the calculation.  One  program  that  can  be  used  to simplify  calculating  the  dimensions  needed  in  a seawall plan is Lazarus because it is open source and discusses relatively easy programming.Calculation  of  seawall  dimensions  with  this program  can  be  done  easily  and  quickly, compared  to  manual  calculations.    In  the planning of making seawall stone types affect the seawall.  In making seawall using the program, it is  necessary  to  pay  attention  to  rounding  for  the weight of protected layers.
Pengaruh Aksesibilitas dan Karakteristik Sosial Ekonomi Terhadap Mobilitas Masyarakat (Studi Kasus di Kecamatan Tanjung Karang Pusat Kota Bandar Lampung) Randy Setiawan
Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol 23, No 2 (2019): Edisi Agustus 2019
Publisher : UNIVERSITAS LAMPUNG

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Abstract

The purpose of this study is analyze the correlation of accessibility to the level of mobility and the correlation of mobility to socio-economic in Tanjung Karang Pusat sub-district. The sample targets are the people in Tanjung Karang Pusat sub-district as well as from the competent parties in their field, using the random sampling technique. Data collection is done through questioner with descriptive analysis method and PSPP analysis. Based on the calculation of IRI (index of road infrastructure) value in Tanjung Karang Pusat sub district, which is 5.74, the value almost meets the national minimum value requirement, which is 6. For accessibility index is 22,289 larger than MSS (>5,0) while for mobility index has a value of 1.355 smaller than MSS (minimum service standard) requirements that have been set which is > 2.0. The level of mobility is strongly influenced by the regional income itself. One way to increase the IRI value is by adding a road network. The writer took Durian Payung urban village which has a lot of vacant land area, which is increase 3.91 km and able to raise IRI to become 6,01 and exceed national minimum value. In correlating the mobility with the socioeconomic obtained the equation f(x) = 2,71+0,25X1+0,04X2+0,12X3+0,14X4 based on T-test the influential value is income. Correlation of accesability with mobility obtained the equation f(x) = 1,64+0,004X1+0,37X2+0,0002X3 based on T-test the influential value is travel destination . Correlation of accesability and socioeconomic with mobility obtained the equation f(x) = 2,12+0,11X1+0,03X2 based on T-test the influential value is accesability. Key words: Accesability, Mobility, Socioeconomic, Tanjung Karang Pusat