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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

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.

Inovasi Pasar Apung sebagai Adaptasi terhadap Banjir Air Pasang Laut di Desa Randusanga, Brebes Henny Pratiwi Adi; Slamet Imam Wahyudi; Mutamimah Mutamimah
Indonesian Journal of Community Services Vol 4, No 2 (2022): November 2022
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/ijocs.4.2.156-162

Desa Randusanga Wetan merupakan salah satu wilayah di pesisir Kabupaten Brebes yang sering mengalami banjir akibat adanya pasang air laut. Dampak yang ditimbulkan sangat mengganggu kegiatan masyarakat di wilayah tersebut. Banjir juga mengakibatkan bangunan permukiman serta infrastruktur menjadi rusak. termasuk pasar. Untuk meningkatkan kegiatan ekonomi di wilayah tersebut, masyarakat Desa Randusanga Wetan mengharapkan adanya pasar apung. Kegiatan pengabdian masyarakat ini bertujuan untuk membuat desain dan prototipe pondasi bangunan apung berbahan drum bekas dengan ukuran 6x6 meter dan jembatan apung ukuran 3x1 meter, yang akan dimanfaatkan sebagai bangunan rintisan pasar apung di Desa Randusanga Wetan. Metode pelaksanaan kegiatan meliputi: merencanakan layout area pasar apung di Desa Randusanga Wetan, membuat gambar detail bangunan apung, dan merealisasi contoh bangunan apung sebagai rintisan pasar apung di area yang selalu tergenang air. Rintisan pasar apung ini diharapkan akan berkembang serta dapat menjadi pusat kegiatan jual beli produk lokal wilayah tersebut, sehingga dapat membangkitkan aktivitas perekonomian masyarakat.Randusanga Wetan Village is one of the areas on the coast of Brebes Regency which often experiences flooding due to high tides. The impact is very disturbing community activities in the area. Floods also cause infrastructure buildings to be damaged. including the market. To increase economic activity in the area, the people of Randusanga Village expect a floating market. This community service activity aims to design and prototype a floating building made of used drums with a size of 6x6 meters and a floating bridge measuring 3x1 meters, which will be used as a floating market pilot building in Randusanga Wetan Village. The method of implementing the activities includes: planning the layout of the floating market area in Randusanga Wetan Village, making detailed drawings of floating buildings, and realizing examples of floating buildings as pioneering floating markets in areas that are always flooded. This floating market pilot is expected to develop and become a center for buying and selling local products in the area, so that it can generate community economic activity.

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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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%.

THE PERFORMANCE AND THE INFLUENCE OF PHYSICAL INFRASTRUCTURES ON THE PLANT PRODUCTIVITY: A CASE STUDY APPROACH Muhamad Hendrie Soesanto; Slamet Imam Wahyudi; M. Faiqun Niam
Jurnal Teknik Sipil dan Arsitektur Vol. 28 No. 2 (2023): 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.v28i2.2582

Irrigation System Performance Index (ISPI) is often used as a parameter in making decisions about the use of irrigation canals. The increase in rice production is dependent on a good condition of physical infrastructures, including the main building, the carrier canal and the buildings on the carrier canal. Performance assessment of Physical Infrastructure and Plant Productivity in Sungapan irrigation area of Pemalang Regency indicated that the physical infrastructure performance in 2012 - 2022 was 38.42%, increasing 3.22%. While the performance assessment of Plant Productivity was 14.96%, increasing 2.99%. Based on the multiple regression analysis using simultaneous test (F), the Physical Infrastructure component was indicated to influence the plant productivity. Meanwhile, based on the partial test (t), the physical infrastructure component partially did not have a significant influence on the plant productivity

THE PERFORMANCE AND THE INFLUENCE OF PHYSICAL INFRASTRUCTURES ON THE PLANT PRODUCTIVITY: A CASE STUDY APPROACH Muhamad Hendrie Soesanto; Slamet Imam Wahyudi; M. Faiqun Niam
Jurnal Teknik Sipil dan Arsitektur Vol. 28 No. 2 (2023): 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.v28i2.2582

Irrigation System Performance Index (ISPI) is often used as a parameter in making decisions about the use of irrigation canals. The increase in rice production is dependent on a good condition of physical infrastructures, including the main building, the carrier canal and the buildings on the carrier canal. Performance assessment of Physical Infrastructure and Plant Productivity in Sungapan irrigation area of Pemalang Regency indicated that the physical infrastructure performance in 2012 - 2022 was 38.42%, increasing 3.22%. While the performance assessment of Plant Productivity was 14.96%, increasing 2.99%. Based on the multiple regression analysis using simultaneous test (F), the Physical Infrastructure component was indicated to influence the plant productivity. Meanwhile, based on the partial test (t), the physical infrastructure component partially did not have a significant influence on the plant productivity

STUDI RASIONALISASI POS CURAH HUJAN SISTEM SUNGAI SEMARANG BARAT Theresia Puji Setyaningsih; Slamet Imam Wahyudi; Soedarsono Soedarsono
JMTS: Jurnal Mitra Teknik Sipil Volume 7, Nomor 2, Mei 2024
Publisher : Prodi Sarjana Teknik Sipil, FT, Universitas Tarumanagara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24912/jmts.v7i2.27221

Hydrological data is basic data in the design or planning of water structures. Hydrological data was taken from hydrological stations in the study area. In catchment area with a small number of stations, this will result in a greater error rate. Meanwhile, a large number of stations will of course incur large operational and maintenance costs. Therefore, rationalization studies are needed to obtain an effective and efficient stational network. This research was conducted on the West Semarang river system. In this research, data is needed, including rainfall stations and discharge or gauged stations data, and topographic data. The methods used are WMO, isohyet, stepwise and kagan. From the results of analysis it’s known that based on WMO method, the existing rainfall station network meets the criteria issued. The stepwise method analysis produces five rainfall stations that are effective and have an influenceon the Kalipancur watershed. An effective rainfall station network based on the Kagan method requires 18 stations with a distance between stations of 5.13 km. In isohyet method, it can be seen that isohyet using the IDW method is closer to field conditions. From the results of the multi-criteria analysis, it can be seen that the recommendation for the rainfall station network in West Semarang River System is to maintain 7 rainfall stations, recommending 7 rainfall stations for closed or relocated, as well as adding 12 new rainfall stations at points kagan still empty.

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