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ARSITEKTUR MEDITERANIA DI INDONESIA: ADAPTASI KEMEGAHAN DAN KINERJA TERMAL BANGUNAN DARI DAERAH MEDITERANIA DALAM MENGHADAPI PERUBAHAN IKLIM DI DAERAH TROPIS LEMBAB Nadiar, Feriza; Nusantara, Danayanti Azmi Dewi
Jurnal Arsitektur ZONASI Vol 2, No 3 (2019): Jurnal Arsitektur Zonasi Oktober 2019
Publisher : KBK Peracangan Arsitektur dan Kota Program Studi Arsitektur Fakultas Pendidikan Teknologi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.17509/jaz.v2i3.19532

Abstract: The Mediterranean architectural style began to be a reference style in designing buildings in Indonesia since the 1990s and applied to various buildings including residential buildings because it offers an impressive aesthetic element of grandeur and its response to heat according to the origin region. The potential application of Mediterranean architectural style elements in the middle of Modern architectural style invasion can still be taken to resolve thermal problems caused by environmental issues namely climate change and global warming. This research aims to evaluate the thermal performance of Mediterranean-style residential buildings in response to the local climate and the potential adaptation of the envelope elements to Modern architectural styles using ECOTECTÂ simulations. The results showed that a sample house with a combination of three architectural styles shows that the Mediterranean architectural style can still be used and able to compete with other architectural styles at this time by including its Mediterranean style which presents grandeur, and incorporates elements of minimalist architectural style to give a modern nuance, also implementing shading strategies from Tropical architectural styles as adaptations to the tropical climate. That house sample has the longest thermal comfort duration compared to the others, which is 8.5 hours.Keywords: thermal building performance; building envelope; architecture style; environmental issue.Â Abstrak: Gaya arsitektur Mediterania mulai menjadi referensi gaya dalam mendesain bangunan di Indonesia sejak tahun 1990an dan banyak sekali diminati serta diaplikasikan ke berbagai bangunan tidak terkecuali bangunan rumah tinggal karena menawarkan unsur estetika yang mengesankan kemegahan dan responnya terhadap iklim sekitar yang cenderung panas sesuai dengan wilayah asalnya. Potensi pengaplikasian unsur-unsur gaya arsitektur Mediterania di tengah gempuran gaya arsitektur Modern masih dapat diperhitungkan dengan tujuan untuk menyelesaikan permasalahan termal berupa peningkatan temperatur yang diakibatkan oleh isu lingkungan yaitu climate change dan global warming. Penelitian ini bertujuan untuk mengevaluasi kinerja termal bangunan rumah tinggal bergaya Mediterania dalam responnya terhadap iklim setempat dan potensi pengadaptasian elemen selubungnya terhadap gaya arsitektur Modern dengan menggunakan simulasi termal ECOTECT. Hasil penelitian menunjukkan bahwa sampel rumah dengan perpaduan tiga gaya arsitektur menunjukkan bahwa gaya arsitektur Mediterania masih bisa dipergunakan dan mampu bersaing dengan gaya arsitektur lainnya saat ini yaitu dengan memasukkan gaya Mediterania sendiri yang mempresentasikan kemegahan, dan juga memasukkan unsur gaya arsitektur Minimalis untuk memberi balutan nuansa modern, serta menerapkan strategi shading dari gaya arsitektur Tropis sebagai adaptasi dengan iklim tropis. Sampel rumah tersebut memiliki durasi kenyamanan termal paling lama dibanding yang lainnya yaitu selama 8,5 jam.Kata Kunci: kinerja termal bangunan; selubung bangunan; gaya arsitektur; isu lingkungan

ANALISIS KAPASITAS SALURAN SISTEM DRAINASE DI SIMO KATRUNGAN KIDUL SAWAHAN SURABAYA Nusantara, Danayanti Azmi Dewi
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 3, No 1: March 2020
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v3i1.2338

Sawahan is a densely populated sub-district located in the city of Surabaya with a population density which until 2017 reached 215,024 people as a result of a wide and deep drainage channel which became narrow and shallow as more and more settlements developed. And when the rainy season comes, the drainage channel in the Banyu Urip (Simo Katrungan Kidul) area of Surabaya is unable to collect rainwater, causing water overflow in the drainage and flood channels. Heavy rain for more than 1.5 hours and hit Simokatrungan area can cause inundation up to 500 meters inundated. The deepest puddles reach the knees of adults or about 60 cm. The purpose of this study is how to calculate flood discharge and channel dimension planning for the next 2022 planning year. The methods used are hydrological analysis, Existing channel analysis, flood discharge analysis for the next 2 years (2022), and channel capacity for 2022.Based on capacity analysis Secondary Channel Simo Katrungan Kidul Eastern Section is 0.003 m3 / s, while the existing design debit is 0.126 m3 / s, the channel cannot accept the design debit. So the dimensions for this channel are planned to form trapezoidal b1 = 1.3 m. b2 = 1.8 m, h = 1 m. The Northern Tertiary Simo Katrungan Kidul channel capacity is 0.031 m3 / sec, while the existing design discharge is 0.096 m3 / sec. So that the dimensions for this channel are planned to form trapezoid b1 = 1.6 m, b2 = 2.2 m, h = 1.2 m. Simo Katrungan North Section Secondary channel capacity is 0.002 m3 / sec, while the existing design discharge is 0.360 m3 / sec. So that the dimensions for this channel are planned to form trapezoid b1 = 1.6 m, b2 = 2.2 m, h = 1.2 m.

Analisis Kapasitas Saluran Sistem Drainase di Simo Katrungan Kidul Sawahan Surabaya Nusantara, Danayanti Azmi Dewi
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 3 No 1: March 2020
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v3i1.2338

Sawahan is a densely populated sub-district located in the city of Surabaya with a population density which until 2017 reached 215,024 people as a result of a wide and deep drainage channel which became narrow and shallow as more and more settlements developed. And when the rainy season comes, the drainage channel in the Banyu Urip (Simo Katrungan Kidul) area of Surabaya is unable to collect rainwater, causing water overflow in the drainage and flood channels. Heavy rain for more than 1.5 hours and hit Simokatrungan area can cause inundation up to 500 meters inundated. The deepest puddles reach the knees of adults or about 60 cm. The purpose of this study is how to calculate flood discharge and channel dimension planning for the next 2022 planning year. The methods used are hydrological analysis, Existing channel analysis, flood discharge analysis for the next 2 years (2022), and channel capacity for 2022.Based on capacity analysis Secondary Channel Simo Katrungan Kidul Eastern Section is 0.003 m3 / s, while the existing design debit is 0.126 m3 / s, the channel cannot accept the design debit. So the dimensions for this channel are planned to form trapezoidal b1 = 1.3 m. b2 = 1.8 m, h = 1 m. The Northern Tertiary Simo Katrungan Kidul channel capacity is 0.031 m3 / sec, while the existing design discharge is 0.096 m3 / sec. So that the dimensions for this channel are planned to form trapezoid b1 = 1.6 m, b2 = 2.2 m, h = 1.2 m. Simo Katrungan North Section Secondary channel capacity is 0.002 m3 / sec, while the existing design discharge is 0.360 m3 / sec. So that the dimensions for this channel are planned to form trapezoid b1 = 1.6 m, b2 = 2.2 m, h = 1.2 m.

Analisis Kapasitas Saluran Sistem Drainase di Simo Katrungan Kidul Sawahan Surabaya Nusantara, Danayanti Azmi Dewi
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 3 No. 1: March 2020
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v3i1.2338

Sawahan is a densely populated sub-district located in the city of Surabaya with a population density which until 2017 reached 215,024 people as a result of a wide and deep drainage channel which became narrow and shallow as more and more settlements developed. And when the rainy season comes, the drainage channel in the Banyu Urip (Simo Katrungan Kidul) area of Surabaya is unable to collect rainwater, causing water overflow in the drainage and flood channels. Heavy rain for more than 1.5 hours and hit Simokatrungan area can cause inundation up to 500 meters inundated. The deepest puddles reach the knees of adults or about 60 cm. The purpose of this study is how to calculate flood discharge and channel dimension planning for the next 2022 planning year. The methods used are hydrological analysis, Existing channel analysis, flood discharge analysis for the next 2 years (2022), and channel capacity for 2022.Based on capacity analysis Secondary Channel Simo Katrungan Kidul Eastern Section is 0.003 m3 / s, while the existing design debit is 0.126 m3 / s, the channel cannot accept the design debit. So the dimensions for this channel are planned to form trapezoidal b1 = 1.3 m. b2 = 1.8 m, h = 1 m. The Northern Tertiary Simo Katrungan Kidul channel capacity is 0.031 m3 / sec, while the existing design discharge is 0.096 m3 / sec. So that the dimensions for this channel are planned to form trapezoid b1 = 1.6 m, b2 = 2.2 m, h = 1.2 m. Simo Katrungan North Section Secondary channel capacity is 0.002 m3 / sec, while the existing design discharge is 0.360 m3 / sec. So that the dimensions for this channel are planned to form trapezoid b1 = 1.6 m, b2 = 2.2 m, h = 1.2 m.

Evaluation of Irrigation Performance at Tertiary Level (A Case Study in Padi Pomahan Irrigation Area Mojokerto East Java) Mohamad Bagus Ansori; Nastasia Festy Margini; Danayanti Azmi Dewi Nusantara; Nadjadji Anwar
IPTEK Journal of Proceedings Series No 6 (2017): The 3rd International Conference on Civil Engineering Research (ICCER) 2017
Publisher : Institut Teknologi Sepuluh Nopember

Padi Pomahan Irrigation Area has a lack of sufficient amount of water at the downstream area in dry season. This problem is caused by some factors such as the exploitation of drinking water, climate change, land use change, and the damage of irrigation channel. The performance of irrigation channel and its facilities compared with the situation nearly 20 years later has never been evaluated and measured due to the limited of the preliminary data. With the area of 4309 hectares managed by two offices (UPT Pugeran and UPT Tangunan), the coordination become more complex to manage the irrigation water in this area. This paper aims to analyze the irrigation performance at tertiary level to measure the performance of six indicators/criterions such as physical infrastructure, plant productivity, personnel organization, operation and maintenance (OM), documentation, and institutional condition of water user associations (P3A / GP3A / IP3A). The results of its performance are expected to obtain the handling priority at the tertiary level in this irrigation system by Indonesian government. The total irrigation performance In Padi Pomahan obtains 61.0%. The result model of AHP (Analytic Hierarchy Process) obtains the result of personnel organization 28.9% (rank 1), plant productivity 20.3% (rank 2), physical infrastructures 16.8% (rank 3), operation and maintenance (OM 14.2% (rank 4), institutional condition of water user associations ( P3A / GP3A / IP3A) 10.5% (rank 5) and documentation 9.3% (rank 6). The ARP model obtains CGI value 0.13 and Consistency Ratio (CR) 0.036.

Perilaku Berbagai Data Iklim sebagai Input Tunggal untuk Model JST dari Evapotranspirasi Potensial Harian Penman-Monteith Danayanti Azmi Dewi Nusantara; Feriza Nadiar; Mohamad Bagus Ansori
Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia Vol 4, No 2 (2019): EDISI SEPTEMBER 2019
Publisher : Universitas Tribhuwana Tunggadewi Malang

ABSTRAK Di Indonesia sebagai daerah yang memiliki iklim tropis, menghitung jumlah evapotranspirasi potensial (ETp) harian menjadi penting. Selain itu, ketika pada musim kemarau, laju ETp tumbuh menjadi signifikan untuk memverifikasi keseimbangan air. EP berkembang menjadi sangat penting untuk kasus ketersediaan air seperti irigasi, pasokan air, tenaga air, dll. Model EP dibentuk dari berbagai input data iklim yaitu kecepatan angin, kelembaban relatif, durasi radiasi matahari, suhu rata-rata, penguapan, dan curah hujan. Langkah pemodelannya panjang dan rumit. Penggunaan Jaringan Syaraf Tiruan (JST) sebagai pemodelan berbasis data untuk menyederhanakan proses pemodelan. Model JST dari EP akan ditargetkan untuk mendekati EP yang dihitung dengan Penman-Monteith. Penelitian ini bertujuan untuk mengetahui perilaku masing-masing data iklim sebagai input tunggal untuk model JST dari evapotranspirasi potensial. Nilai MSE dan nilai R pada proses validasi JST dapat menunjukkan bagaimana perbedaan antara hasil data iklim tertentu dengan set data iklim lengkap. Hasil dari penelitian ini adalah kelembapan relatif menyajikan model JST terbaik dengan input data iklim tunggal daripada yang lain. Selain itu, menunjukkan bahwa kelembapan relatif sebagai input signifikan ke model PET menggunakan JST maupun tidak.Kata kunci : evapotranspirasi; JST; penman; iklim ABSTRACT In Indonesia, as a region that has a tropical climate, calculating the amount of daily potential evapotranspiration (PET) becomes essential. Also, when on the drought season, the rate of PET grows into significant to verify the water balance. The PET develops into crucial for water availability cases such as irrigation, water supply, hydropower, etc. The PET model established from various input of climate data that are wind speed, relative humidity, the duration of solar radiation, average temperature, evaporation, and rainfall. The step of modeling is long and complicated. It is using Artificial Neural Network (ANN) as data-driven modeling to simplifies the process of modeling PET. The ANN PET model will be targeted to approach the PET calculated with Penman-Monteith. This research aimed to know the behavior of each of the climate data as a single input to the ANN PET model. The MSE-value and R-value on the validation process of ANN can show how the differential between the results of particular climate data to the full data set. The outcome of this research is the relative humidity presents the best ANN model with a single input of climate data than others. Besides, it makes the relative humidity as a doubtless significantly input to the PET model even using ANN or not.

Analysis of Water Availability and Demand in The Kromong II Dam Irrigation Mojokerto Regency Kameswara, Nanda Galuh; Nusantara, Danayanti Azmi Dewi
Portal: Jurnal Teknik Sipil Vol 16, No 2 (2024): April Edition
Publisher : Politeknik Negeri Lhokseumawe

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30811/portal.v16i2.5067

East Java Province has authority over the irrigation area of Mojokerto Regency, one of which is the Irrigation Area of Kromong II which has an area of 1,055 Ha. Kromong Dam is located in the Kromong River, Sajen Village, Mojokerto Regency. The main problem in the Kromong II Irrigation Area is the lack of irrigation water available with the water needs of the rice fields during the dry season, and this was caused by changes in farmers' cropping patterns that exceed planning. Because of this, it is necessary to optimize profits with the land area that best suits the type of plant and water availability. Calculation of water availability uses the F.J Mock method by including rainfall and potential evapotranspiration data. This calculation is followed by an analysis of plant water needs which are adjusted to the planned planting pattern. The analysis in this research used a linear program assisted by QM for Windows 5. From the optimization results after adding water from four pump wells with a capacity of 20 lt/sec, a planting intensity of 200% was obtained in the paddy-paddy-crop planting pattern, with profits obtained greater than the existing amount of Rp 43.176.461.200,-.Keywords: Irrigation Area; Irrigartion; Planting Patterns; Linear Program; Optimization.

PEMANTAPAN SURVEY PENGUKURAN DAN PEMETAAN DIGITAL BAGI GURU DAN SISWA SMK NEGERI 1 SIDOARJO Nusantara, Danayanti Azmi Dewi; Mochamad Firmansyah Sofianto; Wulandari, Meity; Abdiyah Amudi; Lynda Refnitasari; Desy Ratna Arthaningtyas
Kanigara Vol 4 No 1 (2024): Kanigara
Publisher : Universitas PGRI Adi Buana Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36456/kanigara.v4i1.8499

The role of measurement and mapping science in the construction sector is very important. The development of tools used for survey measurements and mapping is now in digital form. The application of land surveying knowledge can not only be obtained at universities but can also be obtained at Vocational High Schools (SMK) which have majors in the field of construction. To improve the quality of learning, competence and skills in the field of land surveying, training can be carried out. This training is a form of Community Service (PKM) which can be carried out by lecturers from the Civil Engineering Undergraduate Study Program. The partner in this PKM is SMK Negeri 1 Sidoarjo where training will be provided in measuring surveys and digital mapping. Adequate skills will be created if teaching staff and educational staff have adequate competence

STUDI OPTIMASI ALOKASI AIR IRIGASI BENDUNG GERAK JATIMLEREK MENGGUNAKAN PROGRAM LINIER Nusantara, Danayanti Azmi Dewi; Ardiansyah , Sahrul Romadhon
Scientica: Jurnal Ilmiah Sains dan Teknologi Vol. 2 No. 7 (2024): Scientica: Jurnal Ilmiah Sains dan Teknologi
Publisher : Komunitas Menulis dan Meneliti (Kolibi)

Show Abstract | Download Original | Original Source | Check in Google Scholar

Daerah irigasi Jatimlerek merupakan salah satu daerah irigasi yang berada di Kabupaten Jombang. Daerah irigasi Jatimlerek memiliki luas baku sawah yaitu sebesar 1809 Ha, daerah irigasi Jatimlerek disuplai oleh Sungai Brantas. Dalam upaya untuk meningkatkan kesejahteraan rakyat maka salah satu upaya yang dilakukan ialah dengan mengatur pemberian air irigasi yang baik dan juga pengaturan pola tanam yang lebih optimal, salah satu upaya tersebut bertujuan untuk menghasilkan produktivitas tanaman yang maksimal. Untuk memaksimalkan keuntungan dan intensitas tanam, maka dilakukan optimasi untuk memaksimalkan keuntungan. Metode analisis yang digunakan yaitu dengan memanfaatkan program bantu dari QM for Windows dengan menggunakan modul program linier, dengan batasan dari debit andalan yang telah ada dan kebutuhan air tanaman yang telah direncanakan, maka hasil perhitungan tersebut dimanfaatkan untuk input dari pengoperasian program linier. Untuk output yang dihasilkan dari operasi perhitungan tersebut ialah luas optimum jenis tanaman yang ditanam pada areal persawahan dan hasil keuntungan yang diperoleh. Dari hasil pola tanam yang telah dilakukan dengan awal tanam yang sama, maka diperoleh intensitas tanam sebersar 207% untuk pola tanam padi-padi-palawija dan padi-padi-padi, dengan masing-masing keuntungan yang didapatkan sebesar Rp 17.357.190.000 untuk pola tanam padi-padi-palawija dan sebesar 18.585.570.000 untuk pola tanam padi-padi-padi.

HUBUNGAN KOMPETENSI KEAHLIAN DENGAN BIDANG PEKERJAAN ALUMNI PROGRAM STUDI TEKNIK SIPIL UNIVERSITAS NEGERI SURABAYA Wulandari, Meity; Risdianto, Yogie; Nusantara, Danayanti Azmi Dewi; Sofianto, Mochamad Firmansyah; Putra, Alwan Gangsar Brilian
Jurnal Pensil : Pendidikan Teknik Sipil Vol. 14 No. 1 (2025): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jpensil.v14i1.50080

Tracing the relationship of expertise competence to the field of work of Civil Engineering S1 alumni of Universitas Negeri Surabaya (UNESA) with the Tracer Study method in the form of filling out questionnaires by graduates aims to obtain information about the types of stakeholders as users of graduates; information related to the suitability between disciplines and the field of work chosen by graduates; and to determine the competence of graduates against the needs of industry or the world of work based on data analysed by quantitative descriptive methods. The results of the analysis show that 82% of graduates work in the construction field and 18% in the non-construction field, which percentage interprets that the discipline of civil engineering competence at UNESA is relevant to the field of work being undertaken by graduates and the competence of graduates who have been indicated in accordance with the needs of industry and the world of work based on the percentage of alumni data who have worked greater than alumni who have not worked, namely 73% of alumni have worked in 2022 graduates, 64% have worked in 2023 graduates, and in 2024 graduates, 87% of alumni have worked.

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