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Mushthofa
Universitas Bojonegoro
Aerospace Engineering Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Electrical & Electronics Engineering Engineering Mechanical Engineering Transportation

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PERENCANAAN PEMBANGUNAN GEDUNG BARU LIMA LANTAI RS PKUM WONOSOBO Ahmad Muzaki; Nasyiin Faqih; Ahmad Alfin; Mushthofa Mushthofa; Mochammad Qomaruddin
Device Vol 14 No 1 (2024): Mei
Publisher : Fakultas Teknik dan Ilmu Komputer (FASTIKOM) UNSIQ

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32699/device.v14i1.7032

Abstract

Melonjaknya kebutuhan pelayanan kesehatan di RS PKUM Wonosobo diperlukan peningkatan layanan kesehatan. Direncanakan gedung lima lantai menggunakan struktur beton rigid serta atap menggunakan struktur baja profil. Perencanaan struktur gedung mengacu pada SNI 2847:2019 dan SNI 1729:2020. Beban yang bekerja ditinjau berdasarkan SNI 1727:2019 dan SNI 1726:2019. Pengambilan data perencanaan, menentukan standart acuan, menentukan sistem struktur, preliminary design, menganalisa menggunakan program SAP2000 dan SPColumn, menentukan kebutuhan tulangan, serta mendesain fondasi.Perencanaan konstruksi terlebih dahulu menentukan sistem rangka pemikul momen. Struktur pada gedung dianalisa menggunakan aplikasi SAP2000 dan dihitung berdasarkan gaya dalam yang terjadi. Dari pengolahan data digunakan atap: WF 390.300, profil kanal 150.75.9.12,5; balok: B1 50×70 cm, B2 40×60 cm, B3 35×50 cm, BA1 25×50 cm, BA2 25×45 cm, BA3 20×40 cm, BA4 15×25 cm, BC1 30×40 cm; tebal pelat: P-1 120 mm, P-2 120 mm, P-3 120 mm, P-T 120 mm, P-B 120 mm, P-Atap 100 mm, P-Dasar 100 mm; tebal shearwall 350 mm; kolom: K1 70×70 cm, K2 60×60 cm; dan fondasi footplate 250×250×80 cm.
The Influence Of Sedimentation On The Use Of The Pacal Reservoir In Bojonegoro District, East Java, Indonesia Mushthofa; Indriani, Yulia; Nisa, Khoiru; Roesdina, Tira; Qomaruddin, Mochammad; Faqih, Nasyiin
Journal of Renewable Engineering Vol. 1 No. 3 (2024): JORE- June
Publisher : Pt. Anagata Sembagi Education

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.62872/pmd87r84

Abstract

Pacal Reservoir is located in Kedungsource Village, Temayang District, Bojonegoro Regency, which functions to dam water from the Kedung River, which is a tributary of the Bengawan Solo River. Sedimentation is one of the main problems that occur in reservoirs, which causes a decrease in the operational life of the reservoir. Changes in land use can affect the sedimentation of the Pacal reservoir. This is caused by factors such as erosion, transportation and sedimentation that occur on the land. Changes in land use can increase land erosion, which can then increase sedimentation in reservoirs. This research aims to determine the level of sedimentation and its effect on the useful life of the Pacal Reservoir. From the research results, several conclusions were drawn relating to the sedimentation rate value in Pacal Reservoir in the 2013-2022 period as follows: The volume of suspended load was 24217.74 tons/year; Bed load volume is 45205.50 m³/yr; then the total value of sediment inflow is 92025.99 tons/year; The total sediment spread is 0.98 mm/yr. From the results of sedimentation calculations, the estimated remaining useful life of Pacal Reservoir is 30 years. 
A Analisis Metode Klasik Sambungan Kayu Jepang , Untuk Penerapan Bangunan Di Kecamatan Parengan Mushthofa, Mushthofa
Jurnal Civil Engineering Study Vol. 3 No. 01 (2023): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1206.957 KB) | DOI: 10.34001/ces.03012023.8

Abstract

Japan is a developed country in the Asian region with the nickname "The Land of the Rising Sun". Japan is a country with social and cultural matters, Japan is known for its attitude in maintaining its ancestral heritage. One of them is in terms of maintaining buildings in ancient times, such as temples that have maintained their authenticity from 1000 years ago. It is because of that attitude that Japanese people are very careful in protecting their heritage, because the building uses wood as the main construction material which is made by a special carpenter called Miyadaiku. Traditional Japanese wood technology is known for the details of the seams and joints. In the late 1980s, Gengo Matsui published a book on joints and fittings under the title "Wood Joints in Classical Japanese Architecture". In the Parengan area, the classic Japanese wood connection method can be applied if in the Parengan area there are carpenters who have the expertise to make wood joints like the classic Japanese wood joints. However, in the Parengan subdistrict, carpenters still do not have the skills of Japanese carpenters in terms of accuracy, neatness, and focus in making the connection method and require special training to gain better experience.
B Perencanaan Pembangunan Saluran Irigasi Desa Ngringinrejo Kecamatan Kalitidu Ferry Setiawan, Mochammad; Mushthofa, Mushthofa; Faqih, Nasyiin
Jurnal Civil Engineering Study Vol. 3 No. 02 (2023): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v3i02.459

Abstract

Irrigation channels are an important component or system in improving the quality of production in agriculture. Planning for the construction of irrigation canals is needed to serve as a reference or also provide an overview of the work situation, the items to be worked on, the method of implementation, the technical specifications as well, the budget plan according to the working drawings and the stages of the work implementation so that it is in accordance with the standards. The method of implementing the work carried out to achieve the success of the objectives of this activity is through mapping indicators and data elements, field surveys, dashboard designs, focus group discussions. The location for the discussion and trial of the irrigation development planning database was carried out in Ngringinrejo Village, Kalitidu District. The result of this plan is to show that the management of irrigation development planning in the regions has functioned well.
Analisis Ketersediaan Air Upaya Pemenuhan Kebutuhan Air Bersih di Desa Tinawun Kecamatan Malo Kabupaten Bojonegoro Mushthofa, Mushthofa; Candrasasi, Dian; Roehman, Fatchur
Jurnal Civil Engineering Study Vol. 3 No. 01 (2023): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (544.483 KB) | DOI: 10.34001/ces.03012023.5

Abstract

Water is a vital need for the survival of every creature on earth. Without water on earth, life would never exist. The level of water demand in each area is definitely different due to the level of use and the number of residents in the area. Likewise, the need for clean water in Bojonegoro Regency varies in each region, including in Tinawun Village, Malo District, Bojonegoro Regency. The purpose of this research is to find out the estimated population of Tinawun Village in 2030 associated with the need for clean water in Tinawun Village in 2030. The calculation method uses arithmetic, geometric and linear regression. The results of this study are that the population of Tinawun Village in 2030 is predicted to be 1,867 people, while the number of customers using WISLIC water in 2030 is estimated to be 124 SRs or an estimated 1,275 people. Prediction of water needs for Tinawun Village based on the number of predicted population in 2030 is 1.789 Liters/second. For predictions of water needs based on the number of customers in 2030 it is 0.955 liters/second. Meanwhile, the availability of water in Sendang Sejahtera, from the research results, is 0.919 liters/second, so that to meet water needs in 2030, there will be a water shortage of 0.036 liters/second.
Perencanaan Sistem Penyaluran Air Limbah (SPAL) Dan Instalasi Pengolahan Air Limbah (IPAL) Domestik Terpusat Di Dukuh Desa Pendem Kecamatan Kembang Kabupaten Jepara Qolbi, Muhammad Ainun; Hidayati, Nor; Rochmanto, Decky; Roehman, Fatchur; Faqih, Nasyiin; Mushthofa, Mushthofa
Jurnal Civil Engineering Study Vol. 3 No. 02 (2023): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v3i02.751

Abstract

omestic wastewater in Pendem villages, especially Randusari and Belik hamlets, is still not treated properly. Waste water, especially greywater, is immediately disposed of in ditches that lead to rivers. This activity can damage the river environment and pollute residents' clean water sources. The purpose of this planning is to plan the SPAL and IPAL for the residents of Dukuh Belik and Randusari so that good and proper environmental sanitation conditions are created. The results of this planning for the waste water distribution system (SPAL) are that the length of the waste water distribution pipe in Randusari Hamlet reaches 2,861.40 m while in Belik Hamlet it is 3,028.70 m, equipped with a manhole building with a diameter of 60 cm and a control tank of 50 x 50 cm. In the wastewater treatment installation, 3 units of manufactured Biofilter IPAL are used, in Hamlet Randusari, 3 RCO-100 type IPALs with a capacity of 100 m3 are used, and 2 RCO-60 type IPALs with a capacity of 60 m3 are used in Dukuh Belik. From this plan, a budget for the construction of the SPAL and IPAL Dukuh Randusari is required in the amount of Rp. 4,141,427,000.00. And for hamlet buying Rp. 2,586,384,000.00.
Analisis Analisis Kerusakan Jalan Menggunakan Metode Pavement Condition Index Pada Ruas Jalan Purwogondo – Teluk Cawisdi, Cawisdi; Hidayati, Nor; Saputro, Yayan Adi; Mushthofa
Jurnal Civil Engineering Study Vol. 4 No. 02 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i02.903

Abstract

The Purwogondo - Teluk road section has various problems on this road section, such as holes in the road which cause water to pool when it rains, bumpy roads, cracked roads which make drivers uncomfortable when crossing the road, as well as triggers for traffic incidents. . The road condition assessment used in this research is the Pavement Condition Index (PCI) method. The analysis produces the following surface damage percentages: Very Good 27.3%, Good 9.1%, fair 27.3%, poor 27.3%, very poor 9.1%, average PCI value for the entire road is 51, 1 The PCI value indicates that the road surface is in Fair condition.
Analysis of Biennial Peak Discharges in the Lower Kening River Using the Nakayasu Method Novita Putri, Ayuning Tyas; Mushthofa; Yulia Indriani
Rekayasa Sipil Vol. 18 No. 3 (2024): Rekayasa Sipil Vol. 18 No. 3
Publisher : Department of Civil Engineering, Faculty of Engineering, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2024.018.03.11

Abstract

Flooding is a persistent and challenging issue in many regions, requiring precise methods for estimating peak flood discharge to improve flood management strategies. Accurate discharge estimates are essential for designing effective flood control infrastructure and implementing mitigation measures. This study uses the Nakayasu Synthetic Unit Hydrograph (SUH) method to estimate peak flood discharge for a 2-year return period in the Kening River Flow Area, Parengan sub-district, Tuban district, and East Java Province. This research used various methods for rainfall analysis, including the Gumbel, Pearson III, and log-normal distributions. In contrast, rainfall intensity calculations were carried out using the Mononobe and ABM methods. The research highlights the effectiveness of these methods in predicting rainfall intensity and peak discharge, providing valuable insights for flood management practices. The results show that the Nakayasu SUH method predicts a peak discharge of 206.62 m³/second. By improving the accuracy of flood discharge predictions, this study supports better planning and design of flood control structures, which is crucial for managing flood risks and enhancing infrastructure resilience in flood-prone areas. These findings are expected to improve flood management practices and infrastructure planning.
Effectiveness of Absorption Wells Using The Sunjoto Method to Control Flooding in The Village of Ngraseh Bojonegoro Mushthofa, Mushthofa; Fadhila, Fajrina Nur; Indriani, Yulia; Faqih, Nasyiin; Qomaruddin, Mochammad
Journal of Green Science and Technology Vol 8 No 1 (2024): Journal of Green Science and Technology Vol.8 No.1 March 2024
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v8i1.133

Abstract

Infiltration wells are a form of hydrological infrastructure used to manage rainwater. Infiltration wells are usually built as part of a rainwater management system to soak rainwater into the ground and reduce surface waterlogging as well as slow down surface runoff and allow rainwater to seep into the ground to renew aquifers or prevent waterlogging. Maintaining groundwater levels is an important step in sustainable water resource management. The aim of this research is to plan effective infiltration wells to replace rainwater catchment areas lost due to building construction. The planning of this infiltration well uses the Sunjoto  method. From the research results, it was found that an effective infiltration well design was calculated using the Sunjoto  method. With the data, each roof area of ​​the house has an optimum number of infiltration wells with a planned infiltration well diameter of 1 m with a depth of 2.5 m with an effective depth according to the calculations is as follows: 60 m2 number of 1 unit of absorption well with an optimum depth of 2.82 m, 80 m2 number of 2 units of absorption well with an optimum depth of 3.76 m, 100 m2 number of 2 units of absorption well with an optimum depth of 4.7 m, 120 m2 number of 2 units of infiltration wells with an optimum depth of 5.64 m, 140 m2 number of 3 units of absorption wells with an optimum depth of 6.58 m, 160 m2 number of 3 units of absorption wells with an optimum depth of 7.52 m, 180 m2 number of 3 units of absorption wells with an optimum depth of 8.46 m, 200 m2 total of 4 units of infiltration wells with  an  optimum depth  of 9.4 m.
ANALYSIS OF MAPPING OF THE LEVEL OF FLOOD PRONECTION IN BOJONEGORO REGENCY BASED ON GEOGRAPHIC INFORMATION SYSTEM Mushthofa, Mushthofa; Qomaruddin, Mochammad
Journal of Green Science and Technology Vol 7 No 1 (2023): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY VOL.7 NO.1 MARET 2023
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v7i1.13

Abstract

Floods are natural disasters that often occur in various parts of the world, especially in flood-prone areas. Floods occur when water from rivers, lakes or seas overflows beyond its holding capacity. Floods can cause great damage to infrastructure, plants, animals and people. To overcome floods that occur frequently every year, it is necessary to map areas prone to flooding accurately and quickly using GIS which can be used to accurately monitor the location and area of ​​the area that is experiencing flooding. This study aims to analyze flood-prone areas and compile maps of flood-prone areas and describe the conditions of flood-prone areas in Bojonegoro Regency based on Geographic Information Systems (GIS). Data processed using GIS include: RBI Map of Bojonegoro Regency, River Map, Soil Type Map, Rainfall Data, Landsat Imagery Data, Flood incident data in Bojonegoro Regency. From the results of data processing, the results of the analysis are as follows: The level of flood-prone areas in Bojonegoro Regency is divided into 3 classes, namely: very vulnerable class of 49,963.671 Ha or around 21.66% of the sub-districts in Bojonegoro including the District: Margomulyo , Ngraho, Padangan, Kasiman, Malo, Purwosari, Trucuk, Kalitidu, Ngasem, Bojonegoro, Kapas, Dander, Balen, Kanor, Baureno, Sumberrejo, Kepohbaru and Gondang. The vulnerable class of 173,162.171 Ha or around 75.05% is in sub-districts including: Margomulyo, Ngraho, Tambakrejo, Kedewan District, Malo, Trucuk, Sekar, Ngambon, Ngasem, Gondang, Bubulan, Dander, Temayang, Sugihwaras and Kedungadem. The non-prone class is 7,580.157 ha or 3.29% in the sub-districts including: Margomulyo, Ngraho, Tambakrejo, Kedewan, Malo, Trucuk, Sekar, Ngambon, Gondang, Temayang, Sugihwaras and Kedungadem. Areas that have a high level of vulnerability are around the Bengawan Solo River which crosses Bojonegoro Regency. This can be caused because the area around the Bengawan Solo River has a height of <25 m and frequent flooding from the upstream and tributaries of the Bengawan Solo River.
Co-Authors Ahmad Alfin Ahmad Muzaki Candrasasi, Dian Cawisdi, Cawisdi Decky Rochmanto, Decky Fadhila, Fajrina Nur Faqih, Nasyiin Fatchur Roehman Ferry Setiawan, Mochammad khoiru nisa Nasyiin Faqih Novita Putri, Ayuning Tyas Qolbi, Muhammad Ainun Qomaruddin, Mochammad Roesdina, Tira Saputro, Yayan Adi Yulia Indriani