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Journal : Journal of Applied Civil Engineering and Infrastructure Technology (JACEIT)

Pengaruh Sedimentasi Terhadap Fungsi Kapasitas Saluran Drainase di Jalan Tongkol Kelurahan Seketeng Sumbawa Besar Dwianti, Novia; Mawardin, Adi; Kurniati, Eti
Journal of Applied Civil Engineering and Infrastructure Technology Vol 4 No 2 (2023): Desember 2023
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v4i2.547

Abstract

Population growth is always followed by changes in land use. These changes mean that the land surface can no longer absorb rainwater naturally, creating a high runoff coefficient and affecting erosion rates. Rainwater is channeled into the drainage along with erosion material. The increased sedimentation process causes silting of the channel which results in a decrease in drainage capacity. The purpose of this study is to determine the characteristics of sediment by grain size analysis method and the results of grain diameter range from 1.062 mm to 1.506 mm, categorized as very coarse sand with specific gravity (ρs) of 0.00239 kg/m3. Knowing the Bed load Transport Rate with the Meyer-Petter and Muller Method which is around 1.714×103 m3/year. Knowing the rate of suspended load transport using the USBR (United States Beureu Reclamation) Method which is 0.0443 tons/year. As well as knowing the percentage of sediment to the Tongkol street drainage channel along the research location of 74.46% and categorized as severely damaged. The recommended action that can be taken is rehabilitation. Drainage channel rehabilitation can be done by dredging sediment, as well as repairing damaged channel construction by CL Directorate General of Natural Resources Men PU No. 02 / SE / 2011.
Analisis Pemanenan Air Hujan Dengan Memanfaatkan Atap Dalam Memenuhi Kebutuhan Air Bersih Ukmin Raru, Suparman Ajis; Mawardin, Adi
Journal of Applied Civil Engineering and Infrastructure Technology Vol 5 No 2 (2024): Desember 2024
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v5i2.858

Abstract

The need for water is increasing due to the increasing human population while water sources. This can result in a lack of clean water for humans themselves. Optimizing the use of water and water catchment areas needs to be done to preserve water. Location in the settlement area of Padak Hamlet, Labuan Sumbawa Village, Sumbawa Subdistrict, Sumbawa Regency. The area is located in a coastal area which has a very high probability of soil quality so that sea water is very easy to enter until the well water tastes salty. The use of PDAM water also experiences water difficulties in terms of flowing because there are several places where the elevation tends to be higher so that PDAM water is very difficult to push, so the community decided not to use PDAM water since the last seven years, so by collecting rainwater it is expected to meet the needs of clean water. The purpose of the research is to find out how much rainwater harvesting potential through roof media and find out how much water needs for household scale with random sampling method and calculate the roof area, as well as the average of rainfall from 2914-2023. It resulted in a total roof area of 3118,365 m2 with an average rainfall of 12,900 mm/year. The average rainfall with a 99% chance of occurring was 15.99 mm/month, the average water availability was 235.824 m3/month, with an average water demand of 125 m3/month.
Perencanaan Struktur Pemecah Gelombang dengan Sisi Miring pada Kawasan Pesisir ULPLTU Sumbawa Wardani, Syahri; Mawardin, Adi
Journal of Applied Civil Engineering and Infrastructure Technology Vol 7 No 1 (2026): Agustus 2026 (Articles in Press)
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v7i1.895

Abstract

The coastal area of ULPLTU Sumbawa, located in Labuhan Kertasari, Taliwang District, West Sumbawa Regency, is affected by coastal erosion caused by shoreline retreat and wave action. Therefore, the objective of this research is to design a breakwater structure with inclined sides to mitigate the height of incoming waves. In this study, the data used includes primary data through direct field observations, while secondary data consists of wind data, tidal data, topographic data, and bathymetric data. Data processing methods involve wind data analysis, fetch, wave characteristics, bathymetry, and topography. After analyzing all the data, the breakwater structure was planned. The resulting design comprises a mound-type breakwater made of tetrapods and natural stones. It has a slope of 1:1.5 (33.7°), a crest width of 3.7 m, a crest elevation of 3.86 m, a structure height of 5 m, with the main armor layer unit weight W=4,079 kg, the second armor layer weight W/10=544.8 kg, and the core armor layer weight W/200=27 kg. Based on the results of the planning of the breakwater structure, it has been recommended to use local materials to reduce costs and support the local economy by ensuring the quality of materials according to standards. This solution is not only cost-efficient but also environmentally friendly, contributes to environmental conservation, and provides significant economic benefits to the surrounding community.