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All Journal Teknik Sipil dan Arsitektur Jurnal Teknik Sipil dan Arsitektur Jurnal Teknik Sipil Giratory Upgris Aceh International Journal of Science and Technology International Journal of Sustainable Building, Infrastructure and Environment
Yudaningrum, Farida
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Agriculture, Biological Sciences & Forestry Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Transportation

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The Identification of River Flow Capacity using the HEC-RAS 1D Model: Case Study of Sringin River Downstreamdy of the Sringin River Downstream Ikhwanudin, .; Afifah, Risdiana Cholifatul; Husodo, Ibnu Toto; Yudaningrum, Farida
Aceh International Journal of Science and Technology Vol 13, No 2 (2024): August 2024
Publisher : Graduate School of Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.13170/aijst.13.2.40174

Abstract

The Sringin is a downstream river located in East Semarang. The Sringin River becomes the channel waste of the East Semarang district area. The Sringin River bank is surrounded by the Terboyo industrial area and settlement. The flood occurred in both areas, especially at Ngilir village, Genuk subdistrict. It is caused by low-capacity sedimentation channels and buildings occupying the channel body. The study aims to estimate flood discharge during repeat period 2, 5, 10, 25, 50, and 100 years on Sringin river downstream, analyze the capacity cross-section river, and identify the river water level profile when debit flowed with various period repeat flood. The hydrology calculation showed that flood discharge plans in the repeat period 2, 5, 10, 25, 50, and 100 years are 12.42; 16.67; 19.81; 30.7; 31.6; 33.22 m 3 /s. At the same time, the flow river capacity is 2.95 m/s in the upstream section and 15.52 m/s in the downstream section. Thus, floods occurred in some places when large discharges flowed. In period 2, the water level is about 1.0 to 1.5 meters. In more repeat periods, the level is higher. The conclusion is that the Sringin River cannot flow with perfect discharge, which exceeds its flow capacity.
PERENCANAAN JARINGAN AIR BERSIH KELURAHAN TANJUNG MAS KECAMATAN SEMARANG UTARA Ikhwanudin, Ikhwanudin; Ningtyas, Octavia Surya; Riana, Tasya Dyah Nov; Yudaningrum, Farida
Jurnal Teknik Sipil dan Arsitektur Vol 30 No 1 (2025): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i1.4370

Abstract

Air merupakan salah satu sumber pokok kebutuhan yang sangat dibutuhkan oleh makhluk hidup terutama manusia. Biasanya air digunakan untuk kebutuhan sehari-hari, sarana transportasi, maupun kebutuhan untuk keberlangan industri. Kelurahan Tanjung Mas menjadi salah satu daerah pesisir di Kota Semarang. Pertumbuhan kota-kota di wilayah pesisir menyebabkan beberapa permasalahan di masyarakat, terutama kebutuhan air bersih. Sumber mata air dan jaringan pendistribusian air bersih yang kurang memadai disinyalir sebagai faktor utamanya. Tanjung Mas didominasi dari air artesis sebesar 83%. Jumlah penduduk yang juga semakin menurun akibat dari migrasi tiap tahunnnya juga mempengaruhi penggunaan air bersih. Dengan adanya hal tersebut, perlu adanya pengembangan sistem jaringan distribusi dengan bantuan aplikasi Epanet 2.2. Penelitian ini menggunakan metode kuantitatif, Berdasarkan hasil penelitian, kapasitas debit terpasang 14,59 liter/detik masih dapat memenuhi pelanggan. Jumlah kebutuhan air bersih pada kondisi eksisting 2023 yaitu sebesar 6,2 liter/detik dengan jumlah pelanggan sebesar 2.976 SR. Fenomena penurunan jumlah penduduk di Kelurahan Tanjung Mas membuat penelitian ini membuat desain baru dengan mengubah aliran dari IPA Gajah Mungkur ke IPA Kudu.
PERENCANAAN JARINGAN AIR BERSIH KELURAHAN TANJUNG MAS KECAMATAN SEMARANG UTARA Ikhwanudin, Ikhwanudin; Ningtyas, Octavia Surya; Riana, Tasya Dyah Nov; Yudaningrum, Farida
Jurnal Teknik Sipil dan Arsitektur Vol. 30 No. 1 (2025): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i1.4370

Abstract

Air merupakan salah satu sumber pokok kebutuhan yang sangat dibutuhkan oleh makhluk hidup terutama manusia. Biasanya air digunakan untuk kebutuhan sehari-hari, sarana transportasi, maupun kebutuhan untuk keberlangan industri. Kelurahan Tanjung Mas menjadi salah satu daerah pesisir di Kota Semarang. Pertumbuhan kota-kota di wilayah pesisir menyebabkan beberapa permasalahan di masyarakat, terutama kebutuhan air bersih. Sumber mata air dan jaringan pendistribusian air bersih yang kurang memadai disinyalir sebagai faktor utamanya. Tanjung Mas didominasi dari air artesis sebesar 83%. Jumlah penduduk yang juga semakin menurun akibat dari migrasi tiap tahunnnya juga mempengaruhi penggunaan air bersih. Dengan adanya hal tersebut, perlu adanya pengembangan sistem jaringan distribusi dengan bantuan aplikasi Epanet 2.2. Penelitian ini menggunakan metode kuantitatif, Berdasarkan hasil penelitian, kapasitas debit terpasang 14,59 liter/detik masih dapat memenuhi pelanggan. Jumlah kebutuhan air bersih pada kondisi eksisting 2023 yaitu sebesar 6,2 liter/detik dengan jumlah pelanggan sebesar 2.976 SR. Fenomena penurunan jumlah penduduk di Kelurahan Tanjung Mas membuat penelitian ini membuat desain baru dengan mengubah aliran dari IPA Gajah Mungkur ke IPA Kudu.
ANALISA FAKTOR PENYEBAB KERUSAKAN RUAS JALAN JAKENAN – WINONG KABUPATEN PATI Hermawan, Matholiul Fatani; Rizani, Mohammad Debby; Yudaningrum, Farida
Jurnal Teknik Sipil Giratory UPGRIS Vol 5, No 2: Desember 2024
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v5i2.21967

Abstract

Roads are a transportation infrastructure that plays a very important role in the economic, social, political, defense and security fields. With the increasing number of vehicles, it is possible that the road will be damaged in a relatively short time. The Jakenan-Winong route can be said to be an alternative route that connects the Rembang-Pati areas. Jalan Raya Jakenan - Winong is included in the provincial road and according to road class it is included in the primary collector road. The purpose of this study, among others, is to determine the type of damage to the road using the Bina Marga Method, to identify the factors that cause road damage, and to find solutions to minimize damage to the road segment. Methods of data collection by observation or direct observation. The results of this study are: the total area of road damage is 2041.78 m2 or 0.1982310%. Consists of several types of damage, the most dominant is collapse with a total damage area of 250 m2 or 2.4271844% and an overall crack of 50.8 m2 or 0.4932038%. Based on an analysis of the condition of the types of road damage on the Jakenan-Winong road section, among others: subsidence, longitudinal cracks, edge cracks, slip cracks, loose grain, peeling of the surface layer, holes, patches, pavement edge damage. Of the many types of damage that occurred, the most common types of damage were collapse and cracks that occurred on these roads. The road damage factors are caused by excessive vehicle weight, poor implementation, material quality, poor drainage system, rainfall, soil and natural factors which damaged the Jakenan-Winong road. Repair solutions or handling strategies are carried out with corrective and maintenance actions in accordance with the type and level of damage that occurs on the Jakenan-Winong road section, each type and level of road damage requires repair and maintenance according to the damage. Repairs are made to restore comfort and safety for road users.
Analysis of Parking Space Needs At Ratu Jepara Market Prayoga, Bagas; Suwandi, Putri Anggi Permata; Yudaningrum, Farida
International Journal of Sustainable Building, Infrastructure and Environment (IJOSBIE) Vol 4, No 2 (2023)
Publisher : Science and Technology Research Centre, Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/ijosbie.v4i2.17522

Abstract

Abstract. Jepara Satu Market is a traditional market built by the Jepara Regency government. With the large number of sellers in the market, indirectly the number of visitors also increases every day. This is what causes Ratu Jepara Market to have the necessary facilities, namely the need for parking space. This research aims to analyze the capacity and need for parking space in the Ratu Jepara Market area and plan optimal parking patterns for motorbike and car parking. From the results of the analysis, the need for motorbike and car parking space in the Ratu Jepara Market parking area still meets existing capacity, namely of 390 SRP. The motorbike parking pattern used for on street motorbike parking in the Ratu Jepara market area uses a one-sided parking pattern, namely a 90° angle. Meanwhile, the on-street car parking pattern at Ratu Jepara market parking uses a 45° angle pattern, while the off-street car parking pattern uses a 90° angle parking pattern.Keywords: Need for parking space, Ratu Jepara Market, Parking area
ANALYSIS OF PERFORMANCE AND CONNECTION COSTS ON THE NGEMPLAK SIMONGAN ROAD SECTION saifudin, ananda lukman; Suwandi, Putri Anggi Permata; Yudaningrum, Farida
International Journal of Sustainable Building, Infrastructure and Environment (IJOSBIE) Vol 4, No 2 (2023)
Publisher : Science and Technology Research Centre, Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/ijosbie.v4i2.17537

Abstract

Abstract. Traffic congestion is caused by an imbalance between the increase in vehicle ownership and the growth of available road infrastructure and the effective capacity of existing road sections is smaller than the planned road capacity due to roadside obstacles.The phenomenon of traffic jams is an interesting thing to study, as is the traffic jam caused by the influence of factory activities on Jalan Ngemplak Simongan. This can result in obstruction of traffic flow and reduced levels of road service so that road users who only pass through this place receive negative impacts in the form of longer travel times which ultimately lead to external costs in the form of additional vehicle operational costs (BOK).Key words: factors causing congestion, road performance, congestion costs
Factors Influencing the Management of Penggaron Terminal Facilities Based On Importance Performance Analysis (IPA) Method Results Navis, Ahmad Akbar; Rizani, Mohammad Debby; Yudaningrum, Farida
International Journal of Sustainable Building, Infrastructure and Environment (IJOSBIE) Vol 5, No 1 (2024)
Publisher : Science and Technology Research Centre, Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/ijosbie.v5i1.16442

Abstract

Penggaron Terminal is a type B terminal located in Pedurungan District which serves majors in the cities of Central Java Province. This study aims to determine the factors that influence the management of facilities at Penggaron Terminal. This research was conducted at the Penggaron terminal for two weeks, Questionnaires were distributed on Mondays and Sundays, in the morning at 07:00-10:00 WIB and in the afternoon at 16:00-18:00 WIB. This research is included in the quantitative research. Data collection uses primary data, namely data obtained from respondents' answers. Secondary data in the form of literature as a support related to research. Based on the data analysis, the results of the factors that influence the management of facilities at Penggaron Terminal are the availability of main and supporting facilities. Meanwhile, facilities that are not yet available at Penggaron Terminal are green open spaces and storage areas for goods.Keywords: service level, user, Penggaron Terminal.
PONCOL SEMARANG STATION PARKING CAPACITY ANALYSIS Masykuroh, Ifana; Rizani, Mohammad Debby; Yudaningrum, Farida
International Journal of Sustainable Building, Infrastructure and Environment (IJOSBIE) Vol 4, No 2 (2023)
Publisher : Science and Technology Research Centre, Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/ijosbie.v4i2.17626

Abstract

Currently, train stations are still busy for train passengers, parking capacity requirements are also being considered. This research is motivated by the problem of parking capacity, where there are several points that cause congestion and the direction of the parking lane is less than optimal at Poncol Semarang Station. In overcoming this problem, it is necessary to analyze parking capacity, evaluate problems and alternatives that can be used to solve existing problems. The method used in this research is a descriptive approach. This means that the data collected is not in the form of numerical data, but rather data originating from interview scripts, field notes, personal documents, researcher notes or memos and other official supporting documents which aim to enable researchers to describe the empirical reality behind the conditions that occur at train stations. Poncol Semarang. This research produces parking capacity at the station where the parking area can accommodate 554 SRP for cars and 241 SRP for motorbikes with the most parking accumulation getting the most results on Sunday, August 20 2023, namely in the morning at 06.00-09.00 WIB. Amounting to 157 motorbikes and 100 cars. Alternatives for handling traffic jams during peak parking hours are: moving the motorbike taxi post, improving the direction of the parking lane and moving entrance 2.Keywords: parking, capacity, alternative, station
ANALYSIS OF FLOOD DISCHARGE OF THE BLORONG RIVER, KENDAL DISTRICT Apriarso, Dally; Kusuma, Ilham; udin, Ikhwan; Yudaningrum, Farida
International Journal of Sustainable Building, Infrastructure and Environment (IJOSBIE) Vol 6, No 1 (2025)
Publisher : Science and Technology Research Centre, Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/ijosbie.v6i1.21093

Abstract

Abstrack. The Blorong River is a river in the Brangsong District, Kendal Regency, Central Java Province, which has the potential to be hit by flood disasters almost every year. So conditions like this can cause losses to communities around the Blorong River. Through the research carried out, the aim was to determine the maximum discharge of the Blorong river with a river length of ± 3.3 km. The calculations and analysis applied in this research use quantitative methods. The primary data taken is documentation of the existing conditions of the Blorong river, while the secondary data is rainfall data from Balai Pusdataru Bodri Kuto. Analysis of the planned flood discharge using the Nakayasu HSS method shows that the planned return period flood discharge is Q2 years = 236,500 m³/s, Q5 years = 276,392 m³/s, Q10 years = 296,294 m³/s and Q25 years = 300,180 m³/s. After comparing it with the results of manual calculations of the existing conditions of the Blorong River using the Manning formula. The solution to the problem of flooding from the Blorong river is to normalize the river, raise the embankment in the STA section which is no longer able to accommodate the planned flood discharge, and also provide regulations so that people do not throw rubbish in the river.Keywords: Flood Analysis, Flood Discharge, Blorong River
ANALYSIS OF TRAFFIC CHARACTERISTICS TOTAL VOLUME, ACTIONS, QUEUE LENGTH AND DEGREES OF SATISFACTION AT THE UNSIGNIFICANT JUNCTION JL SEMARANG-BOJA, SEMARANG sentanu, arga; suwandi, putri anggi permata; yudaningrum, farida
International Journal of Sustainable Building, Infrastructure and Environment (IJOSBIE) Vol 4, No 1 (2023)
Publisher : Science and Technology Research Centre, Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/ijosbie.v4i1.16034

Abstract

Unsignalized intersection Jl. Raya Cangkiran - Jl Cangkiran Gunung Pati, Tambangan kec.Mijen, Semarang is a three-way intersection that has access to the Cupan Terminal. Many people pass through this intersection. In conditions at these intersections, traffic jams occur during rush hours, and there is no traffic light which makes traffic conditions even more irregular, the safety of motorists is also threatened. Therefore, this study was carried out to analyze unsignalized intersections, planning the use of traffic lights, and knowing the traffic characteristics of Jl. Raya Cangkiran - Jl. Gunungpati Cup, Semarang. Data collection was carried out for 3 days, namely Saturday 25 February 2023, Monday 27 February 2023, and Wednesday, 1 March 2023 by taking peak hours at 06.00 WIB - 08.00 WIB, 12.00 WIB - 13.00 WIB, and 16.00 WIB - 18.00 WIB. Data collection methods used are capacity, degree of saturation, delays, queue opportunities, and Traffic Signaling Devices (APILL). The performance analysis of this unsignalized intersection uses the 1997 Indonesian Highway Capacity Manual (MKJI) to calculate the degree of saturation. As for the level of service using the Minister of Transportation Regulation No. 96 PM 2015. The results of the research are that in the existing conditions, alternative B is chosen as the best alternative for planning traffic lights with 2 phases of the 1-hour peak scenario on Saturday morning with a degree of saturation of 0.823 pcu/hour, a queue length of 103,045 m on the West approach, and a value delay of 14,784 veh/sec. From the results of the analysis, it can be concluded that the results of calculating the traffic evaluation for the current conditions obtained that the highest vehicle volume occurred on Monday, 27 February 2023. Then Jl. Raya Cangkiran – Boja, Semarang, fulfills the criteria for installing traffic lights and needs to install traffic lights or traffic control lights. As well as from the 3 planned alternatives, alternative B was chosen to install a 2-phase traffic signal light.
Co-Authors Adzkiannisa, Rifka Ahmida Afifah, Risdiana Cholifatul Agustina Wardani Ananda, Fina Kurnia Anindia, Rossa Varadella Antoni, Ahmad Apriarso, Dally Aprilya, Fenina Rizky Asih, Veni Asikin, Asep Bintara, Aditya Surya Fauzan, Nur Maulana Ferdiansyah, Ridho Fikri, Fajar Ikhsanul Firmansyah, Ekky Hanafi, Irfan Hermawan, Matholiul Fatani Ibnu Toto Husodo, Ibnu Toto ikhwan, Ikhwanudin Ikhwanudin Ikhwanudin Ikhwanudin Indriani, Ayu Afrina Joko Supriyanto Kusmiawati, Siti Kusuma, Ilham Mahendra, Rega Masruroh, Tatik Masykuroh, Ifana Mohammad Debby Rizani Munawar Kholil Nafilarizqi, Angie Belvavarian Navis, Ahmad Akbar Ningtyas, Octavia Surya Oktavia, Afifah Maulimatun Paripurna, Drian Prayoga, Bagas Putriani, Putriani Riana, Tasya Dyah Nov Rohman, syamsul Rosiyani, Tissa Rahayu saifudin, ananda lukman Saputra, Risky Eka sentanu, arga Sintia, Sela Solikhah, Sena Zaimatus Suwandi, Putri Anggi Permata Triyani, Anis Udin, Ikhwan Wahyu Bagus Pratama, Wahyu Bagus Yaqin, Wafi Ainul