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Journal : Indonesian Journal of Construction Engineering and Sustainable Development

ANALISIS TINGGI MUKA AIR PADA KAWASAN SUNGAI CILIWUNG MT. HARYONO – PINTU AIR MANGGARAI DENGAN PROGRAM HEC-RAS 5.0.3 Joan Arnold Fredrik; Teddy W Sudinda; Wahyu Sejati
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol. 4 No. 2 (2021): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CES
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (557.78 KB) | DOI: 10.25105/cesd.v4i2.12724

Abstract

Flooding in DKI Jakarta Province has become a routine that occurs every year. One of the causes of flooding in Jakarta is the overflow of the Ciliwung river. On February 20, 2021, flooding occurred around the MT herd. Haryono – Manggarai sluice as a result of overflowing water from the Ciliwung river. This study aims to identify the water level in the Ciliwung MT river area. Haryono – Manggarai Sluice using the HSS Nakayasu method and hydraulics analysis using the HEC-RAS 4.1.0 application. Based on the results of the analysis and studies that have been carried out in the Ciliwung MT river area. Haryono – Manggarai Sluice, the design flood discharge is obtained as follows: flood discharge 2 years return period = 198.08 m3/second, 5 year return period = 287.87 m3/second, 10 year return period = 351.12 m3/second, 25 year return period = 427.94 m3/sec, 50 year return period = 490.28 m3/sec, and 100 year return period = 563.44 m3/sec. The results of these calculations were analyzed using the HEC-RAS 4.1.0 program so that it can be seen that several points have the elevation of the water level exceeding the elevation of the river bank being targeted.
PENGELOLAAN JARINGAN DISTRIBUSI AIR BERSIH PERKOTAAN DI KABUPATEN GRESIK Azhar Adi Darmawan; Ahmad Zamroni Ghozali; Chairil Saleh; Lourina Evanale Orfa; Dandy Achmad Yani; Wahyu Sejati
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol. 5 No. 2 (2022): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CES
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v5i2.15738

Abstract

Clean water is a need that has no limits and will continue to be sustainable for the community, so there is a need to concentrate on fulfilling it, especially in urban areas where clean water sources are usually difficult to obtain. In meeting the need for clean water, it is necessary to evaluate and plan for the development of the community's clean water needs so that they can be fulfilled optimally. The purpose of this study is to determine the need for clean water in urban areas where the study location is the management of the clean water distribution network system whose source of clean water comes from the Legundi IPA, Gresik Regency. The application used to support the analysis of clean water distribution network is EPANET software. Utilization of the program serves to analyze the flow of distributed water and can determine the pressure that occurs in each pipe and node. The evaluation results show an increase in clean water services for the Surabaya River Water Resources service area, Gresik Regency, from 39.78% in 2021 to 50.88% in 2031. Using the Least Square method, the projected population of the Legundi IPA Water Resources service area in 2031 numbered 131,555 people, with a division of nodes of 1278 nodes in 2020 to 1352 nodes in 2031 with pipe diameters of 2 inches to 24 inches. Meanwhile, the average need for clean water is 186.51 liters/second in 2020 to 285.04 liters/second in 2031.
PENERAPAN KONSEP ZERO DELTA RUNOFF DENGAN TEKNOLOGI EKODRAINASE PADA ARIA REMPOA TOWNHOUSE, TANGERANG SELATAN Sih Andajani; Tania Diva Haryadi; Dina P.A Hidayat; Wahyu Sejati; Endah Kurniyaningrum
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 7 No 1 (2024): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v7i1.20299

Abstract

The increasing need for basic urban facilities and infrastructure, such as housing, can result in a reduction in green open land which can reduce the ability of water to infiltrate into the ground and increase surface runoff. Aria Rempoa Townhouse, a housing complex that is still in the development process, may have problems like these. Therefore, it is necessary to implement the zero delta runoff concept with ecodrainage technology such as retention pond and infiltration well. Research was carried out on the design flood at the outlet before the townhouse is built and after the townhouse is built if the zero delta runoff concept is applied with retention pond and infiltration wells. There are 3 scenarios, scenario 0 before the townhouse is built, scenario 1 after it is built without ecodrainage technology, scenario 2 after it is built with a retention pond, and scenario 3 after it is built with infiltration wells. The research results show that scenario 2 fulfills the concept of zero delta runoff with a pool area of 42 m2 with a depth 3.5 m and 2 outlet pipes with diameter 10 inches without doors discharge the design flood at the outlet of 0,281 m3/sec which is smaller than design flood at the outlet before the townhouse is built of 0.288 m3/second.
Co-Authors Adiasih, Ning Agung Rizky Agung Sediyono Ahmad Zamroni Ghozali Amirsyah Tambunan Andajani, Sih Ankur Singh Bist Ardilla Jefri Karista Arief Fadhilah Arief Fadhilah Avelina Nathania Bennediktus Suhardjo Pusoko Azhar Adi Darmawan Bambang Endro Yuwono Beselly Putra, Sebrian Mirdeklis Budiarti, Ratih Chairil Saleh Christina Sari Daisman Purnomo Bayyu Aji Dandy Achmad Yani Darmawan Pontan Dewi Rintawati Dhanu Setyo Bekti Dina P.A Hidayat Dina Paramitha Anggraeni Hidayat Dina Paramitha Anggraeni Hidayat Dinda Ayu Pakungwati Elfrida Ratnawati Endah Kurniyaningrum Endang Djuana Eric Virgiawan Aryadi Eska Dwi Prajayanti Fahmy Hermawan Fathya Khansa Feby Kartika Sari Fredrik, Joan Arnold Giraldi Fardiaz Kuswanda Grace Kurniawati Santoso Hegi Daniel Mulya Hidayat, Dina P.A Hira Sattar Inavonna Inavonna Indartoyo, Indartoyo Joan Arnold Fredrik Joan Arnold Fredrik Julianingsih, Dwi Kamila, Pasya Nur Khansa, Fathya Lili Kusumawati Lourina Evanale Orfa M. Andreanov Amril M. Furqon HB Maharani Alichya Maulana, Aryo Setyo Mhd Fadil Arbi Muhammad Zaki Mumpuni Mutiara Difa Faluty Nathanael, Estha Nawang Wulan Ngom, M. B Nugroho, Rayhan Wahyu Nur Wahid, Wahyu Nuzul Rizky Zayat Rahawarin Omar Sy Pakungwati, Dinda Ayu Paramitha AH, Dina Paramitha, Dina Parwadi Moengin Patrick Frederick Palapa Pitojo Tri Juwono Prasetyo, Ryan Faza Putri Aida Azizah Rahmah Qurrotu Aini B.P. Rahmadani, Ananda Rizki Ridho Abdillah Rini Setiati Runi Asmaranto Rustandi, Rafa Nada satria perdana, ananda Sih Andajani Sih Andajani Sih Andayani Sih Andayani, Sih Sri Wulandari Suryari Purnama Tania Diva Haryadi Teddy W Sudinda Teddy W Sudinda Tjhwa Endang Djuana Vivi Melinda Widhy Setyowati Widia Yanti Yanti, Suryani Yureana Wijayanti Zulfan, James