Jurnal Riset Rekayasa Sipil最新文献

STRATEGI MITIGASI BANJIR BERDASARKAN KAPASITAS SALURAN DRAINASE DI KELURAHAN JAGALAN 基于 Jagalan 城中村排水沟容量的洪水缓解战略

Jurnal Riset Rekayasa Sipil Pub Date : 2024-04-08 DOI: 10.20961/jrrs.v7i2.85901

Elang Rahma Palawa’ae, Rintis Hadiani, Adi Yusuf Muttaqien

{"title":"STRATEGI MITIGASI BANJIR BERDASARKAN KAPASITAS SALURAN DRAINASE DI KELURAHAN JAGALAN","authors":"Elang Rahma Palawa’ae, Rintis Hadiani, Adi Yusuf Muttaqien","doi":"10.20961/jrrs.v7i2.85901","DOIUrl":"https://doi.org/10.20961/jrrs.v7i2.85901","url":null,"abstract":"Flood mitigation is an important step in maintaining the sustainability and safety of urban environments. One key factor that affects the capacity of drainage channels is the flow rate of water through the channels. Therefore, this research aims to assess flood mitigation strategies based on the flow rate in drainage channels using the HSS SCS method. The study was conducted in Jagalan Sub-District, which frequently experiences flooding due to inadequate drainage channel capacity. The HSS SCS method was used to estimate the maximum flow rate that can be accommodated by the drainage channels. Hydrological and topographic data of the study area were collected and analyzed to identify relevant hydrological characteristics and physical parameters.The analysis results showed the planned flood discharge values in Jagalan Sub-District through the Kali Boro Watershed, which were 3.1154 mm3/dt for a 2-year return period, 3.8297 mm3/dt for a 5-year return period, 4.3025 mm3/dt for a 10-year return period, and 4.7501 mm3/dt for a 20-year return period. The existing discharge values were 14.5243 mm3/dt for Surya Road, 19.1823 mm3/dt for Rejosari Road, 8.7376 mm3/dt for Kali Kepunton Road, 66.0338 mm3/dt for Kali Simpang Road, 21.7882 mm3/dt for Bororejo Road, and 42.2077 mm3/dt for Ir. Juanda Road. From these values, it can be concluded that the drainage channels in Jagalan Sub-District have sufficient capacity to accommodate the maximum flow rate during high-intensity rainfall. ","PeriodicalId":448424,"journal":{"name":"Jurnal Riset Rekayasa Sipil","volume":"16 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-04-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140729977","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

KEMIRINGAN LERENG YANG TEPAT UNTUK MENCEGAH KELONGSORAN DI DESA BARENG KECAMATAN SAWAHAN KABUPATEN NGANJUK 在 Nganjuk 区 SAWAHAN 分区 BARNG 村防止山体滑坡的适当坡度

Jurnal Riset Rekayasa Sipil Pub Date : 2024-04-08 DOI: 10.20961/jrrs.v7i2.85905

Salman Alfaridh Pasya, A. I. Candra, Niko Andika Erwanda, Nadi Rheiza Fathurrohman, Atsfiela Dzulkhan Qalby, Muhammad Rosyid Abdul Rohman Fauzy, Prendy Eliya Mahendra

{"title":"KEMIRINGAN LERENG YANG TEPAT UNTUK MENCEGAH KELONGSORAN DI DESA BARENG KECAMATAN SAWAHAN KABUPATEN NGANJUK","authors":"Salman Alfaridh Pasya, A. I. Candra, Niko Andika Erwanda, Nadi Rheiza Fathurrohman, Atsfiela Dzulkhan Qalby, Muhammad Rosyid Abdul Rohman Fauzy, Prendy Eliya Mahendra","doi":"10.20961/jrrs.v7i2.85905","DOIUrl":"https://doi.org/10.20961/jrrs.v7i2.85905","url":null,"abstract":"Sawahan District is one of 25 sub-districts in Nganjuk Regency, East Java, Indonesia. Sawahan District has quite good agricultural and tourism potential. Recently, landslides have hit several areas in Nganjuk Regency, one of which is Sawahan District. The area has the potential for landslides because it is dominated by hilly areas with steep slopes and high rainfall intensity. The impact of this disaster included road access that was cut off between the village and the sub-district and the main road leading to the Sedudo Waterfall tour. This study aims to identify soil properties, soil consistency, shear angle, and slope safety factor. The method used is the Atterberg limit test, sieve analysis, soil shear strength, and slope stability calculations using the Bishop method. The test results show that the soil is classified as CL with low plasticity and shear angle, in wet soil it produces a shear angle value of 19.74° and an Fs value of 0.20 while in dry conditions it produces a shear angle value of 24.86° and an Fs value of 0.28. Based on the analysis it is suggested that the slope is 50° to achieve Fs 1.09. This research can be used as a basic reference for planning before construction is carried out and provides slope slope design recommendations for slope planning that is safe to prevent landslides.","PeriodicalId":448424,"journal":{"name":"Jurnal Riset Rekayasa Sipil","volume":"4 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-04-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140727669","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

ANALISIS NILAI CBR SEBAGAI PARAMETER KRITIS UNTUK PERENCANAAN JALAN RAYA 作为公路规划关键参数的 CBR 值分析

Jurnal Riset Rekayasa Sipil Pub Date : 2024-04-08 DOI: 10.20961/jrrs.v7i2.85903

Sofya Marinda Putri Wilis, A. Cahyono, Moh. Ilham Farihi, Moh. Abdul Aziz Hanafi, Hanifatus Cintya, M. Ibrahim, M. Asih

{"title":"ANALISIS NILAI CBR SEBAGAI PARAMETER KRITIS UNTUK PERENCANAAN JALAN RAYA","authors":"Sofya Marinda Putri Wilis, A. Cahyono, Moh. Ilham Farihi, Moh. Abdul Aziz Hanafi, Hanifatus Cintya, M. Ibrahim, M. Asih","doi":"10.20961/jrrs.v7i2.85903","DOIUrl":"https://doi.org/10.20961/jrrs.v7i2.85903","url":null,"abstract":"Infrastructure development is one indicator of a country's progress that cannot be ignored. Road infrastructure is an important part of the transportation system that connects different locations, facilitates human mobility, and transports goods. In the construction and maintenance of road infrastructure, soil plays a crucial role, so the condition and strength of the soil must be considered. Soil plays a significant role in construction as it serves as the foundation or base for building structures. Soil that has sufficient strength to support road loads will facilitate road construction. This study was conducted to determine the California Bearing Ratio (CBR) value, so that appropriate actions can be taken to construct roads based on local soil conditions. The CBR method is commonly used in soil geotechnical testing for road planning. This method involves laboratory testing of soil samples to determine the California Bearing Ratio (CBR). The results show a CBR value of 22.5%, which falls under the category of very good. This indicates that there is no need for improvement efforts in the construction of the Jl. Panglima Besar Sudirman, Dsn. Bolawen Ds. Tiron Kec. Banyakan Kab. Kediri highway, allowing resources to be allocated to other areas in need of road infrastructure improvements to enhance accessibility and overall regional development.","PeriodicalId":448424,"journal":{"name":"Jurnal Riset Rekayasa Sipil","volume":"167 4","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-04-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140731148","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

PENGGUNAAN BAHAN ADITIF MASTER GLENIUM ACE 8595 UNTUK MEMINIMALISIR POROSITAS PADA BETON 使用母添加剂 Glenium Ace 8595 减少混凝土中的孔隙率

Jurnal Riset Rekayasa Sipil Pub Date : 2024-04-08 DOI: 10.20961/jrrs.v7i2.85900

Amelia Dwi Fitriani, Zendy Bima Mahardana, Salman Alfaridh Pasya, Niko Andika Erwanda, Nadi Rheiza Fathurrohman, Atsfiela Dzulkhan Qalby, S. Okta

{"title":"PENGGUNAAN BAHAN ADITIF MASTER GLENIUM ACE 8595 UNTUK MEMINIMALISIR POROSITAS PADA BETON","authors":"Amelia Dwi Fitriani, Zendy Bima Mahardana, Salman Alfaridh Pasya, Niko Andika Erwanda, Nadi Rheiza Fathurrohman, Atsfiela Dzulkhan Qalby, S. Okta","doi":"10.20961/jrrs.v7i2.85900","DOIUrl":"https://doi.org/10.20961/jrrs.v7i2.85900","url":null,"abstract":"Concrete has now become the most essential material in modern construction. The strength and durability of concrete are vital factors that influence the strength and stability of buildings and infrastructure. Porosity refers to the degree to which concrete has voids or voids within its structure. Concrete porosity has a significant impact on concrete compressive strength. The higher the level of porosity, the lower the compressive strength of the concrete. In this research, we conducted a concrete formulation experiment by adding a type F additive to MasterGlenium Ace 8595. This research investigates the effect of adding the additive Master Glenium Ace 8595 on changes in concrete porosity and increasing concrete compressive strength. The results of the research show that from the aggregate suitability testing, it was stated that all the aggregates tested were suitable for use as a building material for concrete, workability testing obtained results with dilute criteria, porosity testing obtained an average porosity of 8.05%, and compressive strength testing obtained an average compressive strength value. -an average of 23.56 MPa indicates an increase of 8.69% of the planned concrete quality. This research concludes that concrete porosity is one of the factors that must be considered to increase the compressive strength of concrete because it significantly influences its density and compressive strength. Keeping the porosity at a low level and the compressive strength of the concrete at a high level can ensure that the concrete structure has good resistance to loads and the environment and reduces the risk of damage and maintenance.","PeriodicalId":448424,"journal":{"name":"Jurnal Riset Rekayasa Sipil","volume":"43 6","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-04-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140731733","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

PEMETAAN KERAWANAN BANJIR DI KOTA SURAKARTA 绘制苏腊卡尔塔市洪水脆弱性地图

Jurnal Riset Rekayasa Sipil Pub Date : 2024-04-08 DOI: 10.20961/jrrs.v7i2.85907

Faisal Adyaksa Ramadhan, Rintis Hadiani, Adi Yusuf Muttaqien

{"title":"PEMETAAN KERAWANAN BANJIR DI KOTA SURAKARTA","authors":"Faisal Adyaksa Ramadhan, Rintis Hadiani, Adi Yusuf Muttaqien","doi":"10.20961/jrrs.v7i2.85907","DOIUrl":"https://doi.org/10.20961/jrrs.v7i2.85907","url":null,"abstract":"Floods have become one of the problems occurring in the city of Surakarta. The floods are caused by the overflow of the tributaries of the Bengawan Solo River, located within the Surakarta City area. One of the strategies for flood disaster management is through flood zone mapping. In flood vulnerability mapping, hydrological analysis is conducted to determine the magnitude of the flood discharge for different return periods (Q2, Q5, Q10, Q25, and Q50) using the HSS SCS method, which will serve as input for the HEC-RAS program to simulate floods, used as determining variables in flood vulnerability mapping. The results of the flood simulation analysis indicate that the level of vulnerability in non-vulnerable areas has a flood area limit ranging from 1.05 ha to 8.93 ha, a maximum flood depth limit ranging from 0.24 m to 0.57 m, and a maximum flood velocity limit ranging from 0.06 m/sec to 0.21 m/sec. For areas with low vulnerability, the flood area limit ranges from 8.93 ha to 16.80 ha, the maximum flood depth limit ranges from 0.57 m to 0.90 m, and the maximum flood velocity limit ranges from 0.21 m/sec to 0.35 m/sec. For areas with moderate vulnerability, the flood area limit ranges from 16.80 ha to 24.68 ha, the maximum flood depth limit ranges from 0.90 m to 1.23 m, and the maximum flood velocity limit ranges from 0.35 m/sec to 0.50 m/sec. For areas with high vulnerability, the flood area limit ranges from 24.68 ha to 32.55 ha, the maximum flood depth limit ranges from 1.23 m to 1.55 m, and the maximum flood velocity limit ranges from 0.50 m/sec to 0.64 m/sec.","PeriodicalId":448424,"journal":{"name":"Jurnal Riset Rekayasa Sipil","volume":"47 26","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-04-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140732029","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

PEMODELAN KUALITAS AIR TANAH OLEH AIR LIMBAH DOMESTIK MENGGUNAKAN ARCGIS DI DESA KERTALANGU 利用 arcgis 建立 Kertalangu 村生活污水地下水质量模型

Jurnal Riset Rekayasa Sipil Pub Date : 2024-04-08 DOI: 10.20961/jrrs.v7i2.85898

Rakyan Agung Gde Mahayana

{"title":"PEMODELAN KUALITAS AIR TANAH OLEH AIR LIMBAH DOMESTIK MENGGUNAKAN ARCGIS DI DESA KERTALANGU","authors":"Rakyan Agung Gde Mahayana","doi":"10.20961/jrrs.v7i2.85898","DOIUrl":"https://doi.org/10.20961/jrrs.v7i2.85898","url":null,"abstract":"The community living in Kesiman Kertalangu Village, East Denpasar, Denpasar City, Bali, has a few open shallow wells at home. Well water is used for daily activities such as washing, washing vehicles, and watering plants. The main source of water is groundwater, which is found in rocks below the earth's surface. The availability and movement of groundwater depends on the geological conditions of the area. Groundwater that is used as a source of community life must meet good water quality, so the purpose of this study was to determine the condition of groundwater during the study. The samples used for groundwater testing were 30 wells spread across this village. The methods used were interviews with the local community, field testing of well water samples (smell and temperature tests), laboratory tests (pH, TSS, TDS, DHL and microbiology) and modeling analysis of all research data results using the ARCGIS application. The research results obtained were field tests such as odor tests and temperature tests that passed the clean water requirements because they met the standards set by the Ministry of Health. laboratory tests such as the TDS, TSS and DHL tests have met the requirements as clean water because the number of solid particles dissolved in water and gas is below the specified limits, and the amount of suspended solids in water is also below the limits. Microbiological test results showed that several points were quite polluted by E.Coli and Total Coliform bacteria caused by the distance between the well points and the septic tank in people's homes.","PeriodicalId":448424,"journal":{"name":"Jurnal Riset Rekayasa Sipil","volume":"47 9","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-04-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140730604","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

EFEKTIVITAS PEMBUATAN BETON DENGAN PENGGUNAAN AGREGAT KASAR KEDAK 混凝土制造和刚性骨料的作用

Jurnal Riset Rekayasa Sipil Pub Date : 2023-03-23 DOI: 10.20961/jrrs.v6i2.71930

Mohamad Hanafi, Zendy Bima Mahardana, Nur Addinfatkunada, Muhammad Rafiq Susanto, Yossy Murdianto EKA SAPUTRA, Hanifatus Cintya, Mia Asih

引用次数: 1

PENGARUH CKS SEBAGAI PENGGANTI AGREGAT PADA KUAT TEKAN BETON CKS对混凝土紧压力源的影响

Jurnal Riset Rekayasa Sipil Pub Date : 2023-03-23 DOI: 10.20961/jrrs.v6i2.69039

Ahmad Zaki, Titis Yoga Pratama, Candra Agung Wibisono, Fadillawaty Saleh

引用次数: 0

PERENCANAAN PONDASI GERBANG TOL KUTANEGARA PROYEK TOL JAKARTA-CIKAMPEK II BERDASARKAN DATA CONE PENETRATION TEST (CPT) 基于锥体插入测试数据(CPT)的kutanal - cikampek II收费门的基础规划

Jurnal Riset Rekayasa Sipil Pub Date : 2023-03-23 DOI: 10.20961/jrrs.v6i2.68619

Siti Nurlita Fitri, Erik Wahyu Pradana

引用次数: 0

EVALUASI KEKUATAN SAMBUNGAN PADA BANGUNAN UTAMA MASJID AGUNG KRATON SURAKARTA

Jurnal Riset Rekayasa Sipil Pub Date : 2023-03-23 DOI: 10.20961/jrrs.v6i2.70772

Rima Wahyu Susilo, Ali Awaludin, Inggar Sheptia Irawati

引用次数: 0