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All Journal Jurnal Planologi Sultan Agung MEDIA KOMUNIKASI TEKNIK SIPIL Jurnal Teknik Sipil dan Perencanaan International Conference on Coastal and Delta Areas Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Pondasi Journal of Advanced Civil and Environmental Engineering Rang Teknik Journal Astonjadro Jurnal Pensil : Pendidikan Teknik Sipil Indonesian Journal of Community Services Journal of Advanced Multidisciplinary Research JOURNAL SCIENTIFIC OF MANDALIKA (JSM) Jurnal Ilmiah Wahana Pendidikan Environmental Science and Engineering Conference Proceeding Jurnal Kajian Ruang Teknika Jurnal Talenta Sipil Jurnal Ilmiah Sultan Agung Journal of Mandalika Literature Community Empowerment Journal Jupiter: Publikasi Ilmu Keteknikan Industri, Teknik Elektro dan Informatika
Henny Pratiwi Adi
Universitas Islam Sultan Agung
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The Value Engineering Analisys Of Drainage Job (Study Case at Cluster Naraya Project of Bukit Semarang Baru) Muhammad Afif Ridwan; Henny Pratiwi Adi; Djoko Susilo Adhy
International Conference on Coastal and Delta Areas Vol 3 (2017): The 3rd International Conference on Coastal and Delta Areas
Publisher : International Conference on Coastal and Delta Areas

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Abstract

Value engineering is a decision-making process based systematic and structured multi disclipinary. Drainage is a disposal water mass media in natural or artificial from the surface or subsurface of a place. In the housing scope, drainage is enabled to accomodate the flow of used water and rain water from the house which then flowed into the downstream or river as the final disposal place. The purpose of this study is to assess the initial design of the stream viewed from the cost budget plan. Find out whether the alternative design are required, find out the ideal alternative design, and get a comparison between the initial design and the alternative design. The result of this research is the analysis of budget plan, the production cost of initial design with u-ditch and buis concrete material is inefficient with budget of cost Rp. 1.781.350.200,- and then made alternative design buis concrete precast with budget of cost Rp. 1.104.667.700,- . After comparison between initial design and some alternative design, it is known that alternative design that can be recomended to be done is the alternative design with buis concrete precast material because it has lower price, by the difference of profit Rp. 676.672.500,-. Keywords : Value Engineering, Drainage
The Enginering Important Components of Jatibarang Dam, Semarang, Indonesia Jonathan PLANCHOT; Maxime LENOIR; S. Imam Wahyudi; Fateh BENDAHMANE; Henny Pratiwi Adi
International Conference on Coastal and Delta Areas Vol 1, No 1 (2015): Management and Engineering in the Sustainable Development on Delta Areas
Publisher : International Conference on Coastal and Delta Areas

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Abstract

Semarang City suffers from inundation caused by storm rainfall and high tide due to its low-lying topography along the coastal area. The Jatibarang Dam purpose is to develop a new source of water for Semarang City and to control the flood discharge of West Floodway as the biggest river in Semarang. Also, it has been recognized that the combination of the Jatibarang Dam and the rivers improvement is the most feasible flood control measure. The flood control scheme will be established to protect Semarang City from the 50-year return period flood and the water resources development scheme is planned to assure the water to the 10-year draught. The design flooding will be controlled by the Jatibarang Dam. About 270 m3/s of 50-year return period flood at Jatibarang dam will be controlled by the dam and the discharge from dam will be reduced to 100 m3/s. The Engineering important components of the Dam are diversion tunnel, dam structure, spillway and conduit of power works.Each component will be elaborated in this article.
Study of Institutional Evaluation in Drainage System Management of Semarang as Delta City Henny Pratiwi Adi; S. Imam Wahyudi
International Conference on Coastal and Delta Areas Vol 1, No 1 (2015): Management and Engineering in the Sustainable Development on Delta Areas
Publisher : International Conference on Coastal and Delta Areas

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Abstract

Semarang City is one of the cities located in deltaareas. Semarang face problems that always floods inundated parts of the city in every year. Flooding is caused by several things including the change in land use, intensity and high rainfall, erosion and sedimentation in the river channel, decreasing the capacity of the river, building damage flood control, and planning control systems are less precise. Efforts to control the flooding has been done, but more important is how big investmentcan operate and be managed according to plan is to deal with the flooding problem. Therefore, studies are needed to evaluate the management of the drainage system in Semarang city. The data obtained in this study through the literature and the parties related to the management of drainage in Semarang. Literature study conducted to evaluate institutional managers drainage system Semarang. The aspect covered are institution aspect,regulatory aspects, financing aspects, community participation aspect and technical and operation aspects. The results showed that depend on institutions aspect, the existing institutional model is still using the drainage system management by the government, where this management model is facing manyobstacles, especially in terms of financing. Therefore we need a model institution that can improve community participationactively in the management of drainage sytem of Semarang.
ANALYSIS OF DRAINAGE SYSTEM MANAGEMENT IN THE NETHERLAND, FRANCE AND INDONESIA Henny Pratiwi Adi; Slamet Imam Wahyudi
International Conference on Coastal and Delta Areas Vol 1, No 2 (2015): the 2th International Conference on Coastal and Delta Areas
Publisher : International Conference on Coastal and Delta Areas

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Abstract

The drainage system is one of the most important urban infrastructure. Management quality of a city is reflected in the drainage system quality of the city. To ensure the sustainability of the drainage system, we need a system of drainage management that involves all stakeholders, including the people who reside in it. This study was conducted to determine the organization of the management of the drainage system in the Netherlands, France and Indonesia. Data collected through interviews with the parties related to the management of the drainage system in Indonesia as well as from the literature. There are three models of organization in the drainage system management which is organizations model of government-based, organization model of community-based and organization model of stakeholders-based. In general, the drainage system management in France and the Netherlands is organization model of stakeholders-based, whereas in Indonesia using organizations model of government-based and community-based. Organizations of drainage system management has a very important role, and therefore must involve competent personnel and supported by regulation and sufficient authority. Increased community participation and partnerships between government, private and community must be continued, particularly in terms of maintenance and management of the construction of drainage infrastructure and facilities that have been built.Keywords: organization model, management, drainage system
ANALISIS CONTRACT CHANGE ORDER PADA PELAKSANAAN PROYEK APARTEMEN ALTON SEMARANG Muhammad Abdul Khalim; Henny Pratiwi Adi; Abdul Rochim
Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Vol 26, No 2 (2021): Wahana Teknik Sipil
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/wahanats.v26i2.3135

Abstract

A contract change order (CCO) is a job change activity in a construction project that is carried out during the work implementation period. This study aims to determine the factors that cause contract change orders, analyze the impact given if there is a contract change order and analyze what strategies must be done to resolve the occurrence of contract change orders in the implementation of the Alton Apartment building construction project located in the city of Semarang. The data collected in this study used a semi-structured interview method with competent sources in their field, while the sources for data collection were construction management consultants (MK), contractors & owners. The Strength, Weakness, Opportunity, Threats (SWOT) analysis method is used to determine the right strategy to deal with CCO activities. The conclusion of the study, CCO was caused by an imperfect design that resulted in the achievement of time and costs not being on target, the strategy was obtained by accelerating work, controlling each work and project cashflow and referring back to the wholesale contract that was mutually agreed upon in the event of a dispute.
Model Comparison of The Floating Foundations for The Development of Floating Houses at Coastal Areas Son Haji; Henny Pratiwi Adi; Moch Faiqun Ni’am
Pondasi Vol 23, No 2 (2018): Desember 2018
Publisher : UNISSULA Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/pondasi.v23i2.11211

Abstract

ABSTRACT             Floating house is a building, which stands or floats on water by relying itself on the weight and the area sunk as the load parameter compatible to the structure. This house can float or be placed on the seashore on the water. This research was conducted by comparing the magnitude of the floating force (Fa) of the three foundation materials of the houses, namely plastic drum, Styrofoam and bamboo. The materials were calculated based on the total load of the house (G), with the safety number of 1.5.  .The research result is the total load of the floating house structure (G) is 364.585,5 Newton (down), the floating force (Fa) magnitude of plastic drum as the foundation material is 549,814 Newton (upward), Styrofoam as the foundation material is 552,720 Newton (upward), and Bamboo as the foundation material is 540,883  Newton (upward). The amounts of the foundation materials for plastic drum are 232 pieces, for Styrofoam are 56 sheets, and for bamboo are 3900 sticks.  Keywords: Floating house, floating foundation, floating force, plastic drum, Styrofoam,                 bamboo
DESAIN DAN ANALISIS MEKANISME BENDUNG GERAK DENGAN RADIAL GATE UNTUK PENANGANAN BANJIR ROB Dirga Asmara Putra; Henny Pratiwi Adi; Slamet Imam Wahyudi
Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Vol 27, No 1 (2022): Wahana Teknik Sipil
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/wahanats.v27i1.3668

Abstract

Tidal floods are high tides that occur excessively on the mainland. Radial gate weiris a door building that moves around in a cylindrical shape to regulate the waterlevel elevation. This study aims to determine the influence factor of the radial gatemovement weir mechanism, analyze the fluid mechanics of the radial gate duringtidal flooding. This research is experimental design research, namely, making aprototype design of the radial gate motion weir mechanism and analysis ofparameter data in the form of hydrostatic pressure, hydrodynamic pressure, criticalflow, and sub critical flow. The conclusion of this study is, the design is planned towork when: the automation system runs because the two proximity sensors touch the30 cm water level, activate the linear actuator to close the radial gate, the waterpump turns on and 15 cm opens the radial gate, the water pump stops. The results ofparameter data analysis: hydrostatic pressure of water level 30 cm = 32.0 N/m2,hydrodynamic pressure due to earthquake according to (DSI) in Cilacap = 0.1211tf/m2, BMKG SIG (III/Light)= 33,600 tf/m2, (IV/ Medium)= 96.075 tf/m2,(V/Weight)= 148.3125 tf/m2. Critical flow rate of water level is 15 cm = 0.0149m3/second, sub-critical flow rate is 0.0098 m3/second.
Edukasi Partisipasi Masyarakat Kelurahan Pandean Lamper dalam Pemeliharaan Bantaran Sungai Banjir Kanal Timur Semarang Henny Pratiwi Adi; Slamet Imam Wahyudi
Indonesian Journal of Community Services Vol 4, No 1 (2022): May 2022
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/ijocs.4.1.41-48

Abstract

Kelurahan Pandean Lamper merupakan salah satu daerah rawan banjir di Kota Semarang, karena terletak di DAS Sungai Banjir Kanal Timur. Penanganan terhadap banjir di wilayah tersebut telah dilakukan oleh pemerintah berupa normalisasi sungai dan saluran drainase. Banjir Kanal Timur (BKT) adalah satu sistem pengendali banjir Kota Semarang yang terletak di bagian timur Kota Semarang. Sungai ini memiliki panjang ± 14,50 km. Proyek normalisasi Sungai Banjir Kanal Timur membentang dari hulu di Bendungan Pucanggading hingga berakhir Muara Sungai di Laut Jawa. Dalam tahap I, normalisasi dilakukan sepanjang 6,7 kilometer, dari muara hingga Jembatan Majapahit. Untuk menjamin keberlanjutan pengelolaan normalisasi sungai dan saluran drainase, diperlukan keterlibatan banyak pihak, termasuk partisipasi masyarakat yang bertempat tinggal di dalamnya. Oleh sebab itu warga di kawasan tersebut perlu mendapatkan edukasi bagaimana menjaga keberlanjutan normalisasi sungai dan saluran drainase. Warga Kelurahan Pandean Lamper memerlukan edukasi agar dapat ikut berpartisipasi dalam pemeliharaan sungai dan saluran drainase. Edukasi yang diberikan meliputi pemahaman tentang penyebab dan dampak banjir, penanganan banjir serta pemeliharaan bangunan infrastruktur pengendali banjir. Warga Kelurahan Pandean Lamper masih banyak yang tidak memahami bangunan pengendali banjir yang ada di sekitar lingkungan mereka. Melalui edukasi yang diberikan dalam penyuluhan, diharapkan warga Pandean Lamper bisa memahami peran yang harus dilakukan dalam menjaga keberlangsungan bangunan pengendali banjir. Pandean Lamper Village is one of the flood-prone areas in Semarang City, because it is located in the East Flood Canal River Basin. The government has taken steps to deal with flooding in the area by normalizing rivers and drainage channels. The East Flood Canal (BKT) is a flood control system for the City of Semarang which is located in the eastern part of the City of Semarang. This river has a length of ± 14.50 km. The East Flood Canal River normalization project stretches from the upper reaches of the Pucanggading Dam to the end of the River Estuary in the Java Sea. In phase I, normalization is carried out along 6.7 kilometers, from the estuary to the Majapahit Bridge. To ensure the sustainability of the normalization of river and drainage channel management, it requires the involvement of many parties, including the participation of the people who live in them. Therefore, residents in the area need to receive education on how to maintain the sustainability of normalization of rivers and drainage channels. The residents of Pandean Lamper Village need education so that they can participate in the maintenance of rivers and drainage channels. The education provided includes an understanding of the causes and impacts of floods, flood management and maintenance of flood control infrastructure buildings. There are still many residents of Pandean Lamper Village who do not understand the flood control buildings in their surroundings. Through the education provided in the counseling, it is hoped that the residents of Pandean Lamper can understand the role that must be carried out in maintaining the sustainability of flood control buildings.
Evaluasi Kinerja Jalur Pedestrian di Kawasan Ruang Terbuka Hijau Publik Perkotaan Nahdatunnisa Nahdatunnisa; Henny Pratiwi Adi; Slamet Imam Wahyudi; M. Arzal Tahir
Prosiding ESEC Vol. 3 No. 1 (2022): Seminar Nasional (ESEC) 2022
Publisher : Prosiding ESEC

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Abstract

This study aims to evaluate the performance and to determine the pedestrian path satisfaction index inthe public green open space area of Kendar Cuty by using 29 variables which are a combination of quantitative and qualitative research, with a total sample of 399 respondents. This study uses the Importance Performance Analysisi (IPA) analysis method in assessing the performance of the existing pedestrian path, and the Customer Satisfaction Index (CSI) to performance the user satisfaction index for the services received. The results obtained in this study are related to the performance of the existing pedestrian path wich consists of good categories : facilities for pedestrians with special needs (guiding blocks), availability of road markings, available crossing paths, security systems (cctv, security posts), speed control facilities, cleanliness level. Adequate/ordinary categories : dimensions of pedestrians paths, lighting of pedestrian paths, differences inthe level of heigth of pedestrian path with road bodies, availability of pedestrian path markings and signs/sigals, surface texture of trash bins. ba/bad categories : the availability of ramps, pedestrian paths connected to urban transportation element, continuity of pedestrian paths, obstructions in pedestrian paths, crossing, and noise suppression facilities, while the pedestrian path user satisfaction index for services is only in the category quite satisfied with a value of 65.57%.
ANALISIS DAMPAK BANJIR ROB TERHADAP KERUSAKAN BANGUNAN DI KELURAHAN BANDENGAN KECAMATAN KABUPATEN KENDAL Sunarna Sunarna; Henny Pratiwi Adi; Moh. Faiqun Ni’am
Rang Teknik Journal Vol 6, No 1 (2023): Vol. 6 No. 1 Januari 2023
Publisher : Fakultas Teknik Universitas Muhammadiyah Sumatera Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (338.718 KB) | DOI: 10.31869/rtj.v6i1.3443

Abstract

Kabupaten Kendal merupakan daerah dataran rendah yang berada di pesisir pantai utara Laut Jawa yang sering dilanda bencana banjir rob. Fenomena banjir rob dapat menimbulkan kerugian, pada penelitian menyebutkan bahwa ada beberapa kerugian yang dialami warga masyarakat yang terkena banjir genangan akibat air laut pasang, baik yang berupa kerusakan prasarana/sarana lingkungan, bangunan/perabot rumah maupun ketidaknyamanan. Metode penelitian pada jurnal ini menggunakan metode quantitatif. Data penelitian ini diperoleh dari observasi langsung ke lapangan, wawancara dan menggunakan kuisioner dengan responden yang diambil sebanyak 150responden dari seluruh populasi Kelurahan Bandengan 1.280 kepala keluarga. penelitian ini adalah untuk mengidentifikasi tingkat kerusakan pada komponen bangunan, yaitu struktur bangunan, arsitektur dan utilitas. kerusakan komponen bangunan rumah tinggal akibat banjir rob dari hasil Analisa penelitian di dapat kerusakan struktur 28,22% (Sedang) sedangkan kerusakan komponen arsitektur sebesar 47,18 % (Sedang), dan kerusakan komponen utilitas bangunan rumah tinggal 51,37 % (Berat). Prosentase kehilangan fungsi komponen bangunan rumah tinggal yang didapat dari hasil analisa penelitian di Kelurahan Bandengan Kabupaten Kendal adalah sebesar 16,37% (Ringan) untuk aspek struktur, sedangkan untuk aspek arsitektur sebesar 2,36% (Ringan), serta dari aspek utilitas nilai kehilangan fungsinya sebesar 17,98% (Ringan).
Co-Authors A Khamid A.A. Ketut Agung Cahyawan W Abdul Rochim Abdul Rochim Agung Susanto Agustina, Rizqa Dwi Aini, Irvita Asri Andi Bongawali Az Zukhruf, Alif Azmia, Ghefira Raras Nur Candra Irawan Chairurraziqin, Maulvi Debi, Yoga Tegar Ardi Dhamang Budi Cahyono Dirga Asmara Putra Diva Hestrada Rizki Pradiga Djoko Susilo Adhy Eko Muliawan Satrio, Eko Muliawan Esti Santoso Falah, Fajrul Fateh BENDAHMANE Gunarto Gunarto Hermin Poedjiastoeti Hermin Poedjiastoeti Heru Sulistyo Ignatius Sudarsono Imam  Wahyudi Istighfah, Jafifah Mega Nur Jonathan PLANCHOT Jorge Jansen Juny Andry Sulistyo Kartono Wibowo, Kartono Khakim, Ahmad Nur Kusumadewi, Adlina Martomo, M Maxime LENOIR Moch Faiqun Ni’am Moh. Faiqun Ni’am Muhammad Abdul Khalim Muhammad Afif Ridwan Muhammad Zahran Fakhri Mukmin, Niki Afidah Muliawan, Eko Nahdatunnisa, Nahdatunnisa Ni'am, Moh Faiqun Niam, Moh Faiqun Octaviano, Bagas Perdana, Haris Athiya Prasetyo, Adil Farhan Pratama, Daffa Aditya Pratikso Pratikso Pujianto, Ahmad Rachmat Mudiyono Rachmat Mudiyono, Rachmat Reno Ferizqo Andika Putra Rhamadhan, Bintang Fajri Rick Heikoop Rifqi Brilyant Arief Rizal Arif Setiawan Rusmiyanto, Dedy S Imam Wahyudi S. Imam Wahyudi S. Imam Wahyudi Saifullah Candra Sulistiyo samsul arifin Saputri, Pungky Lela Sayfuddin Sayfuddin Senoputro, Rifqy Anggoro Slamet Imam Wahyudi Slamet Imam Wahyudi, Slamet Imam Son Haji Sri Anik, Sri Sunarna Sunarna Suwandrianto, Dedik Tahir, M. Arzal Tom Joy Pentenga Turrohmah, Annisa Ulum, Muhammad Miftakhul Wahyudi, Rahmatia Sarah Wanti, Novita Rizka Wawan Setiawan Wibowo, Ardi Yonamastuti, Ervina Zainal Alim Adiwijaya, Zainal Alim