Journal of Civil Engineering, Planning, and Design (JCEPD)
Civil Engineering: Construction Engineering, Construction Management, Transportation, Geotechnics, Hydraulic engineering, Disaster Management Environmental Engineering: water treatment, wastewater treatment, air pollutant control, air quality management, solid waste management, hazardous waste treatment and management, environmental monitoring, remediation, renewable energy, environmental management, and related topics Architecture: Architectural education, Urban Design, and Planning, Sustainable settlement, Green & Sustainable design and structure, history and theory of architecture, Landscape design. Design: Design history, visual culture, design methodology, design process, design discourse, design and culture, sociology design, design management, art, artifact design, product design, visual communication design, photography, interior design, craft, multimedia, creative industry, design policy, and other historical, critical, cultural, psychological, educational and conceptual research in visual art and design.
Articles
93 Documents
<![CDATA[Optimizing the Construction of the NUWSP SPAM Piping Network in Gresik Regency ]]>
<![CDATA[Abdul Latif]]>;
<![CDATA[Maritha Nilam Kusuma]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 2, No 1 (2023): Journal of Civil Engineering Planning and Design ]]>
Publisher : <![CDATA[Faculty of Civil Engeneering and Planning - ITATS ]]>
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DOI: 10.31284/j.jcepd.2023.v2i1.3746
<![CDATA[Water is essential for all living things, including humans. Water, both in terms of quality and quantity, will have an effect on human life. The Indonesian government is preparing the National Urban Drinking Water Supply Plan (NUWSP) with assistance from the World Bank. A significant portion of the Bank's financial resources are allocated to technical assistance and capacity building in support of the Indonesian government's infrastructure expenditures in all urban water distribution platforms. The NUWSP Work was implemented during an 11-month period, from November 18, 2021 to August 22, 2022, with the NUWSP Work Location at Gresik Regency in East Java. During the data collection stages, both primary and secondary data were obtained. The drinking water supply system (SPAM) planning stage comprises calculating BOQ and RAB, as well as DED for drinking water, and planning for the drinking water JDU system. The contractor takes measurements and standards before installing a field-specific bow plank at the tying point. To avoid pipe damage, individual pipe fittings must be lowered into the trench using the right equipment. The volume of excavation is computed using a depth of 180 cm, a breadth of 60 cm, and a length of excavation of 31 km from six pieces of a pipeline. The Bill of Quantity (BOQ) and Budget Plan (RAB) necessary to complete the SPAM pipeline network work in Gresik Regency were IDR 27,823,590,000.00, based on the results and discussion of the Optimization of SPAM Network Work (NUWSP) in Gresik Regency.]]>
<![CDATA[The Use of Polymer Admixtures for Concrete Quality 45 Mpa Using the Combination of Bangkalan and Pandan Aggregate ]]>
<![CDATA[Dewi Pertiwi]]>;
<![CDATA[Theresia MCA]]>;
<![CDATA[Ahmad Wahyu Setiawan]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 1, No 2 (2022): Journal of Civil Engineering Planning and Design ]]>
Publisher : <![CDATA[Faculty of Civil Engeneering and Planning - ITATS ]]>
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DOI: 10.31284/j.jcepd.2022.v1i2.3604
<![CDATA[Madura Island has natural resource potential, one of which is the result of mining excavations, including class C. Bangkalan Regency has aggregates that could be used in concrete mixtures, including fine aggregate (sand) and coarse aggregate (gravel). The compressive strength of concrete using Bangkalan aggregate, on the other hand, is just 20 MPa, or the regular concrete category. High-quality concrete is one of the most frequently utilized building materials nowadays. Admixture is required to build high-strength concrete, particularly in Bangkalan Regency. In this research, a polymer admixture was used.The goal of this study was to determine the proportion of polymer additives used in the concrete mixture when fine aggregate from Lumajang, coarse aggregate 10/20 from Bangkalan, and coarse aggregate 5/10 from Pandaan were used to achieve a concrete compressive strength of 45 MPa.Based on the findings of research on the usage of polymer-type additives in concrete mixtures using fine aggregate from Lumajang, 10/20 coarse aggregate from Bangkalan, and 5/10 coarse aggregate from Pandaan, a concrete compressive strength of 0.95% Fc '45 Mpa was obtained from cement weight. At the design concrete quality of Fc '45 Mpa, the average compressive strength of concrete aged 28 days is 45.54 Mpa.]]>
<![CDATA[Application of Behavioral Architecture in The Land Arrangement of class IIA women Penitentiary Institution in Sidoarjo. ]]>
<![CDATA[Friza Izatul Farania]]>;
<![CDATA[Esty Poedjioetami]]>;
<![CDATA[Suci Ramadhani]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 2, No 2 (2023): Journal of Civil Engineering, Planning and Design ]]>
Publisher : <![CDATA[Faculty of Civil Engeneering and Planning - ITATS ]]>
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DOI: 10.31284/j.jcepd.2023.v2i2.5104
<![CDATA[Abstract. Penitentiary Institution is a place to carry out coaching for the residents inside. According to the Law, the coaching process of women penitentiary residents must be inside the institution. The existence of a special prison for women can be a solution for empowering and fostering inmates, especially women so that they can be organized and systematic. Using the theme of behavioral architecture, which discusses human relations with the surrounding environment, of course, the psychology of penitentiary residents as human beings must be considered.Class IIA Women Penitentiary in Sidoarjo apply the theme of Behavioral Architecture and use the Security concept to provide a design appearance that gives a strong impression and is able to influence coaching activities both directly and indirectly. The design of the land arrangement uses the concept security applied in layered fences, layered doors, and guard posts.Keywords: Penitentiary, Women, Sidoarjo City, Behavioral Architecture, Humane.]]>
<![CDATA[Redesign of Anaerobic-Aerobic Biofilter for Domestic Wastewater Treatment Plant In Textile Industry ]]>
<![CDATA[Rachmanu Eko Handriyono]]>;
<![CDATA[Amelia Kencana Rukmi]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 1, No 1 (2022): Journal of Civil Engineering Planning and Design ]]>
Publisher : <![CDATA[Faculty of Civil Engeneering and Planning - ITATS ]]>
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DOI: 10.31284/j.jcepd.2022.v1i1.3049
<![CDATA[One of the textile industries in Pasuruan already has a Domestic Wastewater Treatment Plant (WWTP) with a capacity of 35 m3 /day. The treatment process combined physical, chemical, and biological processes using an anaerobic-aerobic biofilter. The domestic WWTP consists of a collection tank, equalization tank, anaerobic-aerobic biofilter tank, a filtration tank, and a chlorination tank. Existing conditions indicate that the domestic wastewater generated exceeds the capacity of the WWTP. Additional employees become one of the factors causing the increase in domestic wastewater discharge. Inadequate capacity has forced the company to bypass domestic waste into rivers. This biofilter was chosen because it could reduce high BOD values, have low operating costs, and operate efficiently. The anaerobic-aerobic biofilter reactor consists of a pre-settling tank, anaerobic tank, aerobic tank, and final settling tank. The evaluation results denoted that detention time in pre-settling, anaerobic, and settling units did not meet the design criteria. Thus, changing the design according to the design criteria. The redesign result of the anaerobic biofilter includes the pre-settling tank with a diameter of 2,5 m and a length of 3 m, an anaerobic tank with a diameter of 2,5 m and a length of 15 m, so that the total volume in the anaerobic reactor is 88.3 m3 . Then anaerobic bath with a diameter of 2,5 m and a length of 6 m and a final settling tank with a diameter of 2,5 m and a length of 1,5 m so that the total volume in the aerobic biofilter reactor is 36,7 m3 .]]>
<![CDATA[The Influence of Non-Structural Mitigation Education on Understanding Community Preparedness for Flood Disaster in Sumberrejo District ]]>
<![CDATA[Andreinata Indrawijaya]]>;
<![CDATA[Axel Prasetya Adoe]]>;
<![CDATA[Moh Sofyan Sofyan]]>;
<![CDATA[Rizal Abdi Utomo]]>;
<![CDATA[Mohamad Ferdaus Noor Aulady]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 2, No 1 (2023): Journal of Civil Engineering Planning and Design ]]>
Publisher : <![CDATA[Faculty of Civil Engeneering and Planning - ITATS ]]>
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DOI: 10.31284/j.jcepd.2023.v2i1.4655
<![CDATA[Indonesia is a developing country that is prone to disasters, especially floods. Based on data from DIBI, recorded from 2013 to 2018, Bojonegoro Regency has experienced 299 disaster events out of 5 types of disasters with floods being the most frequent. One of the affected areas is the Sumberrejo District. Non-structural mitigation planning is an essential part of efforts to reduce disaster risk, therefore this research focuses on providing education on appropriate non-structural mitigation. The purpose of this study is to analyze the influence of non-structural mitigation education on understanding community preparedness for flood disasters in Sumberrejo district. The activity was carried out in the form of giving closed questionnaires and giving educational socialization using the oral explanation method and brochures, which contained education regarding introduction to a sustainable environment, and flood non-structural mitigation. Afterward, a final questionnaire was given with the results obtained: the knowledge of respondents regarding the importance of environmental sustainability and non-structural flood disaster mitigation efforts has increased, where as many as 39 respondents (86.7% of respondents) out of a total of 45 respondents experienced an increase in post-test scores due to the education carried out in this study and 71.1% of respondents were able to answer more than 70% of the post-test questions correctly. The improvement of the total value of the post-test average score (5.93) compared to the pre-test score (7.44) increased by 1.51, which showed that the respondents' understanding of non-structural mitigation for flood disasters increased through the holding of education that had been carried out by this study.]]>
<![CDATA[Implementation of government regulation on Disposable Plastic Reduction at Surabaya ]]>
<![CDATA[Siti Umi Hanik]]>;
<![CDATA[Maritha Nilam Kusuma]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 1, No 2 (2022): Journal of Civil Engineering Planning and Design ]]>
Publisher : <![CDATA[Faculty of Civil Engeneering and Planning - ITATS ]]>
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DOI: 10.31284/j.jcepd.2022.v1i2.3685
<![CDATA[Plastic has the advantage of being durable, cheap, and easy to get everywhere and we are increasingly dependent. And most of the plastics we use are single-use plastics, as a result, if they are not managed properly, they will become waste and have a negative impact on the environment. With the decomposition period which is too long, which is 100-500 years, this will be a problem if it is not managed properly, such as being burned which has a bad impact on health, or being disposed of carelessly in the end until it reaches the sea and will cause damage to the marine ecosystem. The issuance of Mayor Regulation No. 16 of 2022 which regulates the reduction of single-use plastic in the city of Surabaya is expected to maintain environmental sustainability and reduce the generation of waste entering the Final Processing Site. The purpose of this study is to know or analyze the extent of the implementation of Mayor Regulation No. 16 of 2022 regarding the reduction of single-use plastic in the city of Surabaya. The research method used is normative juridical, namely by analyzing problems based on applicable regulations and also the literature that discusses the problem. And the results of this study are that it can be stated that these regulations, namely regulations for reducing single-use plastics, can be obeyed and carried out well by several parties, namely from the community, business actors, modern shops, retail, restaurants, hotels, and supermarkets. And there needs to be socialization, and monitoring for the enforcement of this regulation so that it is carried out optimally.]]>
<![CDATA[Study comparison P-Delta Effect analysis depends on height variation of the building ]]>
<![CDATA[Heri Istiono]]>;
<![CDATA[Eka Susanti]]>;
<![CDATA[Jaka Propika]]>;
<![CDATA[Azhar Yusuf Ramadhan]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 1, No 1 (2022): Journal of Civil Engineering Planning and Design ]]>
Publisher : <![CDATA[Faculty of Civil Engeneering and Planning - ITATS ]]>
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DOI: 10.31284/j.jcepd.2022.v1i1.3055
<![CDATA[Indonesia is an area where three active plates meet, so many areas are prone to earthquakes. To anticipate this and minimize casualties due to earthquakes, earthquake-resistant buildings are needed. Earthquake resistant buildings are the most important thing that needs to be considered, a building structure must be designed to be able to withstand lateral loads such as earthquakes within the limits set by the code/standard. The result of the earthquake load will produce an additional effect on the multi-storey building, namely the P-Delta effect. In this study, the effect of these effects will be analyzed on non-rise buildings and high-rise buildings. Analysis of the P-Delta effect will be calculated on the modeling of three buildings for non-rise buildings (Building models A, B and C) and three highrise building models (Building models D, E and F) and get the results that the P-Delta Effect has an impact on changes structural performance level in Model E Building (56 meters) from Immediate Occupancy to Life Safety]]>
<![CDATA[Biomonitoring as an Effort to Monitor River Water Quality with Parameters of BOD, DO, pH, TDS and the Presence of Macrozoobenthos in the Rolak River Area, Surabaya City ]]>
<![CDATA[Fitria Ummuzzahra]]>;
<![CDATA[Nadia Rana Abiyya Kholish]]>;
<![CDATA[Adhiatma Adji]]>;
<![CDATA[Audi Ananda Nofitri]]>;
<![CDATA[Diandra Dieva Pertiwi]]>;
<![CDATA[Alfian Nurdiansyah]]>;
<![CDATA[Faizal Abdillah Baharudin]]>;
<![CDATA[Ahmad Jalali Jalalludin]]>;
<![CDATA[Rico Thomas Putra]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 2, No 2 (2023): Journal of Civil Engineering, Planning and Design ]]>
Publisher : <![CDATA[Faculty of Civil Engeneering and Planning - ITATS ]]>
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DOI: 10.31284/j.jcepd.2023.v2i2.4671
<![CDATA[Many of the person who built settlements in riverbank areas, this allows residents in riverbank areasto become accustomed to disposing of waste directly into the river. In the end, this waste threatens the success of river flow, polluted river water has a serious impact on the health and quality of the environment around the riverbanks, such as the negative impact caused by this pollution, for example, such as health which has an impact on the surrounding environment or others. Because it is important to understand the natural health relationship, this study chose a river area that is located around the Rolak area of Surabaya, this place was chosen because the area is around a densely populated area and an industrial area. So that it can be used as research because the area certainly has a high level of pollution. As a result of the impact of the many residential and industrial areas around the river, the biomonitoring method is carried out to identify river pollution from its physical habitat by monitoring environmental health using living organisms in the river. Therefore the biomonitoring method can be applied because the advantages of this method can also be used including helping identify by using test parameters such as measuring pH, temperature and oxygen content in river water. that has been done before. Then the biotic examination can be used as a guide that can represent the quality of a body of water, from observations at several points the river is known to have a color that tends to be brownish due to turbidity levels, the pH parameters at each sample point are classified as normal and for Total Dissolved Solid (TDS) there is content of 339 mg/l, this is thought to be due to the source of domestic waste pollution from residents' settlements around the river banks. For DO test results there are only five points that meet quality standards. As for the diversity of bioindicators at each point, such as the presence of weeds at the first point, while the presence of water hyacinth can only be seen at the third and fourth points, the macrozoobenthos that are commonly found in the mangrove area are from the Mollusca, Annelida, and Arthropoda.]]>
<![CDATA[Application of Behavioral Architecture in The Land Arrangement of a Simple Rental Flat, Bong Cino Tomb Area, Madiun City ]]>
<![CDATA[Rifo Ibnu Falah]]>;
<![CDATA[Firdha Ayu Atika]]>;
<![CDATA[Failasuf Herman Hendra]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 2, No 1 (2023): Journal of Civil Engineering Planning and Design ]]>
Publisher : <![CDATA[Faculty of Civil Engeneering and Planning - ITATS ]]>
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DOI: 10.31284/j.jcepd.2023.v2i1.4177
<![CDATA[The city of Madiun is currently experiencing an increase in population with various backgrounds. Based on the description of the problem, a long-term plan is needed to anticipate the population's need for housing. There is a problem that is in the spotlight, namely residents who build homes on the slum land of the Bong Cino Cemetery area and have occupied the area for tens of years with the nature of activities that are contrary to the norm. In the problems that have been described, it is necessary to plan and design flats for residents in the Bong Cino Cemetery area by applying a behavioral architectural theme to be able to communicate with users through sensing the buildings that affect human psychology. The types of research conducted are field studies and literature studies. In collecting data using interview methods, observation methods, documentary methods, and literature methods as well as the types and sources of data used are primary data and secondary data. From the discussion of the problems, it can be concluded that designing the low-cost flat building, namely focusing on land management by applying the concept of macro-defensible space which is applied to land planning, produces a role in the mechanism of action prevention for environmental protection and is expected to be of assistance and benefit to the community and to be able to overcome problems in the Bong Cino Tomb area.]]>
<![CDATA[U-Turn Analysis on Road Performance by Dr. Ir. H. Soekarno Merr (Case Study: West and East Side U-Turn) ]]>
<![CDATA[Theresia MCA]]>;
<![CDATA[Dewi Kusumaningrum]]>;
<![CDATA[Ratih Sekartadji]]>;
<![CDATA[Dimas Agung]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 1, No 2 (2022): Journal of Civil Engineering Planning and Design ]]>
Publisher : <![CDATA[Faculty of Civil Engeneering and Planning - ITATS ]]>
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DOI: 10.31284/j.jcepd.2022.v1i2.3607
<![CDATA[Traffic is a system consisting of several key elements or a headway system. In the median plan, it also has a center opening or U-Turn, but the U-Turn facility does not completely solve these problems and conflicts because the turning vehicle itself does not completely solve them. This is the result of turning in the same direction as vehicles approaching or stopping in high and low-speed lanes. Some vehicles are unable to make smooth U-Turns, causing delays for both traffic directions or vice versa. This study aims to determine the traffic performance and performance of the U-Turn facility on Jl. Dr. Ir. Soekarno in the City of Surabaya using the MKJI methodology, 1997. From the results of this study, the peak hours for the south direction (A) are at 16.45-17.45, volume 3480. 6 vehicles per hour, DS (Degree of saturation) 0.73 with service level C, and south to north (B) at 16:45-17.45, volume 3394. 7 vehicles per hour DS 1.07 means the level of service indicates a long queue. The U-Turn movement has the highest volume at 16.45-17.45, with a volume of 656.8 pcu/hour and an intensity ratio greater than 1.0, indicating a vehicle queue.]]>
